2024Article de journal ER2 Auteurs : Bouzar, Bader; Mamindy-Pajany, Yannick; Abriak, Yassine; Abriak, Nor-Edine; Benzerzour, Mahfoud Accelerated carbonation of waste paper fly ash by liquid process (NaHCO3) for stabilization of Ba and Pb Powder Technology, vol. 434, p. 119340, 2024, (ACL). @article{bouzar:hal-04387569,
title = {Accelerated carbonation of waste paper fly ash by liquid process (NaHCO3) for stabilization of Ba and Pb},
author = {Bader Bouzar and Yannick Mamindy-Pajany and Yassine Abriak and Nor-Edine Abriak and Mahfoud Benzerzour},
url = {https://hal.science/hal-04387569},
doi = {10.1016/j.powtec.2023.119340},
year = {2024},
date = {2024-02-01},
urldate = {2024-02-01},
journal = {Powder Technology},
volume = {434},
pages = {119340},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2024Article de journal ER2 Auteurs : Amar, Mouhamadou; Ladduri, Bhargav; Alloul, Ali; Benzerzour, Mahfoud; Abriak, Nor-Edine Geopolymer synthesis and performance paving the way for greener building material: A comprehensive study Case Studies in Construction Materials, vol. 20, p. e03280, 2024, (ACL). @article{amar:hal-04626745,
title = {Geopolymer synthesis and performance paving the way for greener building material: A comprehensive study},
author = {Mouhamadou Amar and Bhargav Ladduri and Ali Alloul and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://hal.science/hal-04626745},
doi = {10.1016/j.cscm.2024.e03280},
year = {2024},
date = {2024-07-01},
urldate = {2024-07-01},
journal = {Case Studies in Construction Materials},
volume = {20},
pages = {e03280},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2024Article de journal ER2 Auteurs : Amar, Mouhamadou; Ladduri, Bhargav; Alloul, Ali; Benzerzour, Mahfoud; Abriak, Nor-Edine Microstructure and mechanical properties of geopolymers utilizing excavated soils, metakaolin and slags Journal of Building Engineering, vol. 86, p. 108755, 2024, (ACL). @article{amar:hal-04633654,
title = {Microstructure and mechanical properties of geopolymers utilizing excavated soils, metakaolin and slags},
author = {Mouhamadou Amar and Bhargav Ladduri and Ali Alloul and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://hal.science/hal-04633654},
doi = {10.1016/j.jobe.2024.108755},
year = {2024},
date = {2024-06-01},
urldate = {2024-06-01},
journal = {Journal of Building Engineering},
volume = {86},
pages = {108755},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2024Article de journal ER3 Auteurs : Kleib, Joelle; Lesueur, D.; Maherzi, Walid; Benzerzour, Mahfoud Carbonation of a lime treated soil subjected to different curing conditions Transportation Geotechnics, vol. 44, p. 101174, 2024, (ACL). @article{kleib:hal-04495195,
title = {Carbonation of a lime treated soil subjected to different curing conditions},
author = {Joelle Kleib and D. Lesueur and Walid Maherzi and Mahfoud Benzerzour},
url = {https://hal.science/hal-04495195},
doi = {10.1016/j.trgeo.2023.101174},
year = {2024},
date = {2024-01-01},
urldate = {2024-01-01},
journal = {Transportation Geotechnics},
volume = {44},
pages = {101174},
publisher = {Elsevier},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2024Article de journal ER2 Auteurs : Amar, Mouhamadou; Kleib, Joelle; Tall, Mouhamadou; Alloul, Ali; Zeraoui, Ahmed; Abriak, Nor-Edine; Benzerzour, Mahfoud Case study: reuse of excavated soils from the Grand Paris Express project for the formulation of low-carbon cementitious matrixes Journal of Material Cycles and Waste Management, vol. 26, no. 4, p. 2579-2590, 2024, (ACL). @article{amar:hal-04636110,
title = {Case study: reuse of excavated soils from the Grand Paris Express project for the formulation of low-carbon cementitious matrixes},
author = {Mouhamadou Amar and Joelle Kleib and Mouhamadou Tall and Ali Alloul and Ahmed Zeraoui and Nor-Edine Abriak and Mahfoud Benzerzour},
url = {https://hal.science/hal-04636110},
doi = {10.1007/s10163-024-01957-z},
year = {2024},
date = {2024-04-01},
urldate = {2024-04-01},
journal = {Journal of Material Cycles and Waste Management},
volume = {26},
number = {4},
pages = {2579-2590},
publisher = {Springer Verlag (Germany)},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2024Article de journal ER2 Auteurs : Ennahal, Ilyas; Abriak, Yassine; Benzerzour, Mahfoud; Becquart, Frederic; Maherzi, Walid Utilizing bottom ash from municipal solid waste incineration as a sustainable replacement for natural aggregates in epoxy mortar production: a feasibility study Journal of Material Cycles and Waste Management, vol. 26, no. 4, p. 2187-2199, 2024, (ACL). @article{ennahal:hal-04638173,
title = {Utilizing bottom ash from municipal solid waste incineration as a sustainable replacement for natural aggregates in epoxy mortar production: a feasibility study},
author = {Ilyas Ennahal and Yassine Abriak and Mahfoud Benzerzour and Frederic Becquart and Walid Maherzi},
url = {https://hal.science/hal-04638173},
doi = {10.1007/s10163-024-01956-0},
year = {2024},
date = {2024-04-01},
urldate = {2024-04-01},
journal = {Journal of Material Cycles and Waste Management},
volume = {26},
number = {4},
pages = {2187-2199},
publisher = {Springer Verlag (Germany)},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2024Article de journal ER1 Auteurs : Sekkal, Wassila; Zaoui, Ali; Maherzi, Walid; Benzerzour, Mahfoud; Abriak, Nor-Edine Coupled effect of elevated thermal exposure and nanochannel confined water on the phase transformations and mechanical changes in calcium silicate hydrates paste Powder Technology, vol. 433, p. 119288, 2024, (ACL). @article{sekkal:hal-04382165,
title = {Coupled effect of elevated thermal exposure and nanochannel confined water on the phase transformations and mechanical changes in calcium silicate hydrates paste},
author = {Wassila Sekkal and Ali Zaoui and Walid Maherzi and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://hal.science/hal-04382165},
doi = {10.1016/j.powtec.2023.119288},
year = {2024},
date = {2024-01-01},
urldate = {2024-01-01},
journal = {Powder Technology},
volume = {433},
pages = {119288},
publisher = {Elsevier},
note = {ACL},
keywords = {ER1},
pubstate = {published},
tppubtype = {article}
}
|
2024Article de journal ER2 Auteurs : Benzerzour, Mahfoud; Chu, Duc Chinh; Amar, Mouhamadou; Kleib, Joelle; Abriak, Nor-Edine A novel approach based on microstructural modeling and a multi-scale model to predicting the mechanical-elastic properties of cement paste Case Studies in Construction Materials, vol. 21, p. e03498, 2024, (ACL). @article{benzerzour:hal-04687663,
title = {A novel approach based on microstructural modeling and a multi-scale model to predicting the mechanical-elastic properties of cement paste},
author = {Mahfoud Benzerzour and Duc Chinh Chu and Mouhamadou Amar and Joelle Kleib and Nor-Edine Abriak},
url = {https://hal.science/hal-04687663},
doi = {10.1016/j.cscm.2024.e03498},
year = {2024},
date = {2024-12-01},
urldate = {2024-12-01},
journal = {Case Studies in Construction Materials},
volume = {21},
pages = {e03498},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2024Article de journal ER2 Auteurs : Mahfoud, Elie; Maherzi, Walid; Ndiaye, Khadim; Abriak, Nor-Edine; Aggoun, Salima; Benzerzour, Mahfoud One-part geopolymer based on micronized sediments and fly ash mix: Mechanical, microstructural and leaching assessment Journal of Building Engineering, vol. 96, p. 110426, 2024, (ACL). @article{mahfoud:hal-04687752,
title = {One-part geopolymer based on micronized sediments and fly ash mix: Mechanical, microstructural and leaching assessment},
author = {Elie Mahfoud and Walid Maherzi and Khadim Ndiaye and Nor-Edine Abriak and Salima Aggoun and Mahfoud Benzerzour},
url = {https://hal.science/hal-04687752},
doi = {10.1016/j.jobe.2024.110426},
year = {2024},
date = {2024-11-01},
urldate = {2024-11-01},
journal = {Journal of Building Engineering},
volume = {96},
pages = {110426},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2024Article de journal ER2 Auteurs : Mahfoud, Elie; Ndiaye, Khadim; Maherzi, Walid; Aggoun, Salima; Abriak, Nor-Edine; Benzerzour, Mahfoud Carbonation in just add water geopolymer based on fly ash and dredged sediments mix Construction and Building Materials, vol. 452, p. 138959, 2024, (ACL). @article{mahfoud:hal-04882217,
title = {Carbonation in just add water geopolymer based on fly ash and dredged sediments mix},
author = {Elie Mahfoud and Khadim Ndiaye and Walid Maherzi and Salima Aggoun and Nor-Edine Abriak and Mahfoud Benzerzour},
url = {https://hal.science/hal-04882217},
doi = {10.1016/j.conbuildmat.2024.138959},
year = {2024},
date = {2024-11-01},
urldate = {2024-11-01},
journal = {Construction and Building Materials},
volume = {452},
pages = {138959},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2024Article de journal ER2 Auteurs : Mahfoud, Elie; Ndiaye, Khadim; Maherzi, Walid; Aggoun, Salima; Abriak, Nor-Edine; Benzerzour, Mahfoud Thermodynamic modeling of one-part-geopolymer binders based on fly ash and micronized dredged sediments Construction and Building Materials, vol. 452, p. 138906, 2024, (ACL). @article{mahfoud:hal-04882237,
title = {Thermodynamic modeling of one-part-geopolymer binders based on fly ash and micronized dredged sediments},
author = {Elie Mahfoud and Khadim Ndiaye and Walid Maherzi and Salima Aggoun and Nor-Edine Abriak and Mahfoud Benzerzour},
url = {https://hal.science/hal-04882237},
doi = {10.1016/j.conbuildmat.2024.138906},
year = {2024},
date = {2024-11-01},
urldate = {2024-11-01},
journal = {Construction and Building Materials},
volume = {452},
pages = {138906},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2023Article de journal ER2 Auteurs : Maherzi, Walid; Ennahal, Ilyas; Bouaich, Fatima Zahra; Benzerzour, Mahfoud; Rais, Zakia; Mamindy-Pajany, Yannick; Abriak, Nor-Edine Assessment of Dynamic Surface Leaching of Monolithic Polymer Mortars Comprised of Wastes Materials, vol. 16, no. 6, p. 2150, 2023, (ACL). @article{maherzi:hal-04168009,
title = {Assessment of Dynamic Surface Leaching of Monolithic Polymer Mortars Comprised of Wastes},
author = {Walid Maherzi and Ilyas Ennahal and Fatima Zahra Bouaich and Mahfoud Benzerzour and Zakia Rais and Yannick Mamindy-Pajany and Nor-Edine Abriak},
url = {https://imt-nord-europe.hal.science/hal-04168009},
doi = {10.3390/ma16062150},
year = {2023},
date = {2023-03-01},
urldate = {2023-03-01},
journal = {Materials},
volume = {16},
number = {6},
pages = {2150},
publisher = {MDPI},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2023Article de journal ER2 Auteurs : Abriak, Yassine; Maherzi, Walid; Benzerzour, Mahfoud; Senouci, Ahmed; Rivard, Patrice Valorization of Dredged Sediments and Recycled Concrete Aggregates in Road Subgrade Construction Buildings, vol. 13, no. 3, p. 646, 2023, (ACL). @article{abriak:hal-04168015,
title = {Valorization of Dredged Sediments and Recycled Concrete Aggregates in Road Subgrade Construction},
author = {Yassine Abriak and Walid Maherzi and Mahfoud Benzerzour and Ahmed Senouci and Patrice Rivard},
url = {https://imt-nord-europe.hal.science/hal-04168015},
doi = {10.3390/buildings13030646},
year = {2023},
date = {2023-03-01},
urldate = {2023-03-01},
journal = {Buildings},
volume = {13},
number = {3},
pages = {646},
publisher = {MDPI},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2023Article de journal ER2 Auteurs : Belayali, Fouad; Maherzi, Walid; Benzerzour, Mahfoud; Abriak, Nor-Edine Influence of the physical and chemical characteristics of sediment fillers on the properties of mastic asphalt Powder Technology, vol. 421, p. 118393, 2023, (ACL). @article{belayali:hal-04154718,
title = {Influence of the physical and chemical characteristics of sediment fillers on the properties of mastic asphalt},
author = {Fouad Belayali and Walid Maherzi and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://imt-nord-europe.hal.science/hal-04154718},
doi = {10.1016/j.powtec.2023.118393},
year = {2023},
date = {2023-05-01},
urldate = {2023-05-01},
journal = {Powder Technology},
volume = {421},
pages = {118393},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2023Article de journal ER2 Auteurs : Abriak, Yassine; Chu, Duc Chinh; Maherzi, Walid; Benzerzour, Mahfoud; Rivard, Patrice Influence of fine recycled concrete aggregates use on the hydration kinetics and mechanical–microstructural properties of hydrated cement: Experimental and numerical approaches Construction and Building Materials, vol. 408, p. 133769, 2023, (ACL). @article{abriak:hal-04326780b,
title = {Influence of fine recycled concrete aggregates use on the hydration kinetics and mechanical–microstructural properties of hydrated cement: Experimental and numerical approaches},
author = {Yassine Abriak and Duc Chinh Chu and Walid Maherzi and Mahfoud Benzerzour and Patrice Rivard},
url = {https://hal.science/hal-04326780},
doi = {10.1016/j.conbuildmat.2023.133769},
year = {2023},
date = {2023-12-01},
urldate = {2023-12-01},
journal = {Construction and Building Materials},
volume = {408},
pages = {133769},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2023Article de journal ER2 Auteurs : Mahfoud, Elie; Ndiaye, Khadim; Maherzi, Walid; Aggoun, Salima; Benzerzour, Mahfoud; Abriak, Nor-Edine Mechanical properties and shrinkage performance of one-part-geopolymer based on fly ash and micronized dredged sediments Developments in the Built Environment, vol. 16, p. 100253, 2023, (ACL). @article{mahfoud:hal-04329880,
title = {Mechanical properties and shrinkage performance of one-part-geopolymer based on fly ash and micronized dredged sediments},
author = {Elie Mahfoud and Khadim Ndiaye and Walid Maherzi and Salima Aggoun and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://hal.science/hal-04329880},
doi = {10.1016/j.dibe.2023.100253},
year = {2023},
date = {2023-12-01},
urldate = {2023-12-01},
journal = {Developments in the Built Environment},
volume = {16},
pages = {100253},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2023Article de journal ER2 Auteurs : Bouzar, Bader; Benzerzour, Mahfoud; Abriak, Nor-Edine Fluorine soil stabilization using hydroxyapatite synthesized from minerals wastes Arabian Journal of Chemistry, vol. 16, no. 11, p. 105261, 2023, (ACL). @article{bouzar:hal-04247399,
title = {Fluorine soil stabilization using hydroxyapatite synthesized from minerals wastes},
author = {Bader Bouzar and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://imt-nord-europe.hal.science/hal-04247399},
doi = {10.1016/j.arabjc.2023.105261},
year = {2023},
date = {2023-11-01},
urldate = {2023-11-01},
journal = {Arabian Journal of Chemistry},
volume = {16},
number = {11},
pages = {105261},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2023Article de journal ER2 Auteurs : Alloul, Ali; Amar, Mouhamadou; Benzerzour, Mahfoud; Abriak, Nor-Edine Developing mortar using limestone flash-calcined dredged sediment/millstone-clay cement binder (LFC) Journal of Building Engineering, vol. 76, p. 107346, 2023, (ACL). @article{alloul:hal-04329431,
title = {Developing mortar using limestone flash-calcined dredged sediment/millstone-clay cement binder (LFC)},
author = {Ali Alloul and Mouhamadou Amar and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://hal.science/hal-04329431},
doi = {10.1016/j.jobe.2023.107346},
year = {2023},
date = {2023-10-01},
urldate = {2023-10-01},
journal = {Journal of Building Engineering},
volume = {76},
pages = {107346},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2023Article de journal ER2 Auteurs : Safhi, Amine El Mahdi; Rivard, Patrice; Benzerzour, Mahfoud; Abriak, Nor-Edine Artificial Rocks Made from Dredged Sands of the Magdalen Islands (Canada): Preliminary Study Rilem Bookseries, vol. 40, p. 994-1003, 2023. @article{safhi:hal-04168027,
title = {Artificial Rocks Made from Dredged Sands of the Magdalen Islands (Canada): Preliminary Study},
author = {Amine El Mahdi Safhi and Patrice Rivard and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://imt-nord-europe.hal.science/hal-04168027},
doi = {10.1007/978-3-031-21735-7_105},
year = {2023},
date = {2023-03-01},
journal = {Rilem Bookseries},
volume = {40},
pages = {994-1003},
series = {RILEM Bookseries},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2023Article de journal ER2 Auteurs : Alloul, Ali; Amar, Mouhamadou; Benzerzour, Mahfoud; Abriak, Nor-Edine Geopolymer mortar with flash-calcined sediments cured under ambient conditions Construction and Building Materials, vol. 391, p. 131809, 2023. @article{alloul:hal-04154717,
title = {Geopolymer mortar with flash-calcined sediments cured under ambient conditions},
author = {Ali Alloul and Mouhamadou Amar and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://imt-nord-europe.hal.science/hal-04154717},
doi = {10.1016/j.conbuildmat.2023.131809},
year = {2023},
date = {2023-08-01},
journal = {Construction and Building Materials},
volume = {391},
pages = {131809},
publisher = {Elsevier},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2023Article de journal ER2 Auteurs : Chu, Duc Chinh; Amar, Mouhamadou; Benzerzour, Mahfoud; Kleib, Joelle; Abriak, Nor-Edine Flash-Calcined Sediments for Zinc Adsorption Sustainability, vol. 15, no. 13, p. 10230, 2023, (ACL). @article{chu:hal-04301879,
title = {Flash-Calcined Sediments for Zinc Adsorption},
author = {Duc Chinh Chu and Mouhamadou Amar and Mahfoud Benzerzour and Joelle Kleib and Nor-Edine Abriak},
url = {https://hal.science/hal-04301879},
doi = {10.3390/su151310230},
year = {2023},
date = {2023-06-01},
urldate = {2023-06-01},
journal = {Sustainability},
volume = {15},
number = {13},
pages = {10230},
publisher = {MDPI},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2023Article de journal ER2 Auteurs : Daher, Jana; Kleib, Joelle; Benzerzour, Mahfoud; Abriak, Nor-Edine; Aouad, Georges The Development of Soil-Based 3D-Printable Mixtures: A Mix-Design Methodology and a Case Study Buildings, vol. 13, no. 7, p. 1618, 2023, (ACL). @article{daher:hal-04301841,
title = {The Development of Soil-Based 3D-Printable Mixtures: A Mix-Design Methodology and a Case Study},
author = {Jana Daher and Joelle Kleib and Mahfoud Benzerzour and Nor-Edine Abriak and Georges Aouad},
url = {https://hal.science/hal-04301841},
doi = {10.3390/buildings13071618},
year = {2023},
date = {2023-06-01},
urldate = {2023-06-01},
journal = {Buildings},
volume = {13},
number = {7},
pages = {1618},
publisher = {MDPI},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2023Article de journal ER2 Auteurs : Benkabouche, Ali; Amar, Mouhamadou; Benzerzour, Mahfoud; Abriak, Nor-Edine; T'kint, Michèle; Mouli, Mohamed The Influence of external sulfate attack on the durability of reinforced mortars in the presence of calcined river sediments Materials, vol. 16, no. 20, p. 6684, 2023. @article{benkabouche:hal-04279993,
title = {The Influence of external sulfate attack on the durability of reinforced mortars in the presence of calcined river sediments},
author = {Ali Benkabouche and Mouhamadou Amar and Mahfoud Benzerzour and Nor-Edine Abriak and Michèle T'kint and Mohamed Mouli},
url = {https://hal.science/hal-04279993},
doi = {10.3390/ma16206684},
year = {2023},
date = {2023-10-01},
journal = {Materials},
volume = {16},
number = {20},
pages = {6684},
publisher = {MDPI},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2023Article de journal ER2 Auteurs : Alloul, Ali; Amar, Mouhamadou; Benzerzour, Mahfoud; Abriak, Nor-Edine A comparative analysis of ambient-cured metakaolin geopolymer mortar and flash-calcined soil geopolymer Construction and Building Materials, vol. 409, p. 134085, 2023, (ACL). @article{alloul:hal-04301731,
title = {A comparative analysis of ambient-cured metakaolin geopolymer mortar and flash-calcined soil geopolymer},
author = {Ali Alloul and Mouhamadou Amar and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://hal.science/hal-04301731},
doi = {10.1016/j.conbuildmat.2023.134085},
year = {2023},
date = {2023-12-01},
urldate = {2023-12-01},
journal = {Construction and Building Materials},
volume = {409},
pages = {134085},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2023Article de journal ER2 Auteurs : Kleib, Joelle; Aouad, Georges; Benzerzour, Mahfoud; Abriak, Nor-Edine; Zakhour, Mirvat Managing the Heat Release of Calcium Sulfoaluminate Cement by Modifying the Ye'elimite Content Materials, vol. 16, no. 6, p. 2470, 2023, (ACL). @article{kleib:hal-04168019,
title = {Managing the Heat Release of Calcium Sulfoaluminate Cement by Modifying the Ye'elimite Content},
author = {Joelle Kleib and Georges Aouad and Mahfoud Benzerzour and Nor-Edine Abriak and Mirvat Zakhour},
url = {https://imt-nord-europe.hal.science/hal-04168019},
doi = {10.3390/ma16062470},
year = {2023},
date = {2023-03-01},
urldate = {2023-03-01},
journal = {Materials},
volume = {16},
number = {6},
pages = {2470},
publisher = {MDPI},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2023Article de journal ER2 Auteurs : Mahfoud, Elie; Maherzi, Walid; Ndiaye, Khadim; Benzerzour, Mahfoud; Aggoun, Salima; Abriak, Nor-Edine Mechanical and microstructural properties of just add water geopolymer cement comprised of Thermo-Mechanicalsynthesis Sediments-Fly ash mix Construction and Building Materials, vol. 400, p. 132626, 2023, (ACL). @article{mahfoud:hal-04329455b,
title = {Mechanical and microstructural properties of just add water geopolymer cement comprised of Thermo-Mechanicalsynthesis Sediments-Fly ash mix},
author = {Elie Mahfoud and Walid Maherzi and Khadim Ndiaye and Mahfoud Benzerzour and Salima Aggoun and Nor-Edine Abriak},
url = {https://hal.science/hal-04329455},
doi = {10.1016/j.conbuildmat.2023.132626},
year = {2023},
date = {2023-10-01},
urldate = {2023-10-01},
journal = {Construction and Building Materials},
volume = {400},
pages = {132626},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2023Article de journal ER2 Auteurs : Zeraoui, Ahmed; Maherzi, Walid; Benzerzour, Mahfoud; Abriak, Nor-Edine; Aouad, Georges Development of Flash-Calcined Sediment and Blast Furnace Slag Ternary Binders Buildings, vol. 13, no. 2, p. 333, 2023, (ACL). @article{zeraoui:hal-04007498,
title = {Development of Flash-Calcined Sediment and Blast Furnace Slag Ternary Binders},
author = {Ahmed Zeraoui and Walid Maherzi and Mahfoud Benzerzour and Nor-Edine Abriak and Georges Aouad},
url = {https://imt-nord-europe.hal.science/hal-04007498},
doi = {10.3390/buildings13020333},
year = {2023},
date = {2023-02-01},
urldate = {2023-02-01},
journal = {Buildings},
volume = {13},
number = {2},
pages = {333},
publisher = {MDPI},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2022Article de journal ER2 Auteurs : Chu, Duc Chinh; Kleib, Joelle; Amar, Mouhamadou; Benzerzour, Mahfoud; Abriak, Nor-Edine Recycling of dredged sediment as a raw material for the manufacture of Portland cement -- Numerical modeling of the hydration of synthesized cement using the CEMHYD3D code Journal of Building Engineering, vol. 48, p. 103871, 2022, (ACL). @article{chu:hal-03766505,
title = {Recycling of dredged sediment as a raw material for the manufacture of Portland cement -- Numerical modeling of the hydration of synthesized cement using the CEMHYD3D code},
author = {Duc Chinh Chu and Joelle Kleib and Mouhamadou Amar and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://hal.archives-ouvertes.fr/hal-03766505},
doi = {10.1016/j.jobe.2021.103871},
year = {2022},
date = {2022-05-01},
urldate = {2022-05-01},
journal = {Journal of Building Engineering},
volume = {48},
pages = {103871},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2022Article de journal ER2 Auteurs : Chu, Duc Chinh; Amar, Mouhamadou; Kleib, Joelle; Benzerzour, Mahfoud; Betrancourt, Damien; Abriak, Nor-Edine; Nadah, Jaouad The Pozzolanic Activity of Sediments Treated by the Flash Calcination Method Waste and Biomass Valorization, 2022, (ACL). @article{chu:hal-03767001,
title = {The Pozzolanic Activity of Sediments Treated by the Flash Calcination Method},
author = {Duc Chinh Chu and Mouhamadou Amar and Joelle Kleib and Mahfoud Benzerzour and Damien Betrancourt and Nor-Edine Abriak and Jaouad Nadah},
url = {https://hal.archives-ouvertes.fr/hal-03767001},
doi = {10.1007/s12649-022-01789-8},
year = {2022},
date = {2022-06-01},
urldate = {2022-06-01},
journal = {Waste and Biomass Valorization},
publisher = {Springer},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2022Article de journal ER2 Auteurs : Belayali, Fouad; Maherzi, Walid; Benzerzour, Mahfoud; Abriak, Nor-Edine; Senouci, Ahmed Compressed Earth Blocks Using Sediments and Alkali-Activated Byproducts Sustainability, vol. 14, no. 6, p. 3158, 2022, (ACL). @article{belayali:hal-03767092,
title = {Compressed Earth Blocks Using Sediments and Alkali-Activated Byproducts},
author = {Fouad Belayali and Walid Maherzi and Mahfoud Benzerzour and Nor-Edine Abriak and Ahmed Senouci},
url = {https://hal.archives-ouvertes.fr/hal-03767092},
doi = {10.3390/su14063158},
year = {2022},
date = {2022-03-01},
urldate = {2022-03-01},
journal = {Sustainability},
volume = {14},
number = {6},
pages = {3158},
publisher = {MDPI},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2022Article de journal ER2 Auteurs : Moueden, Hamza; Amar, Mouhamadou; Zambon, Agnès; Benzerzour, Mahfoud; Abriak, Nor-Edine The Use of Dredged Marine Sediment in the Formulation of Air-Foam Concrete Waste and Biomass Valorization, vol. 13, no. 5, p. 2591-2607, 2022, (ACL). @article{moueden:hal-03764619,
title = {The Use of Dredged Marine Sediment in the Formulation of Air-Foam Concrete},
author = {Hamza Moueden and Mouhamadou Amar and Agnès Zambon and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://hal.archives-ouvertes.fr/hal-03764619},
doi = {10.1007/s12649-021-01650-4},
year = {2022},
date = {2022-05-01},
urldate = {2022-05-01},
journal = {Waste and Biomass Valorization},
volume = {13},
number = {5},
pages = {2591-2607},
publisher = {Springer},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2022Proceedings Article ER2 Auteurs : Alloul, Ali; Amar, Mouhamadou; Benzerzour, Mahfoud; Abriak, Nor-Edine High performance mortar using flash calcined materials NOMAD 2022 - 4e conférence internationale francophone Nouveaux Matériaux et Durabilité, IMT Mines Al`es and LMGC and LIFAM Montpellier, France, 2022, (ACTI). @inproceedings{alloul:hal-03879522,
title = {High performance mortar using flash calcined materials},
author = {Ali Alloul and Mouhamadou Amar and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://hal.archives-ouvertes.fr/hal-03879522},
year = {2022},
date = {2022-11-01},
urldate = {2022-11-01},
booktitle = {NOMAD 2022 - 4e conférence internationale francophone Nouveaux Matériaux et Durabilité},
address = {Montpellier, France},
organization = {IMT Mines Al`es and LMGC and LIFAM},
note = {ACTI},
keywords = {ER2},
pubstate = {published},
tppubtype = {inproceedings}
}
|
2022Article de journal ER2 Auteurs : Bouaich, Fatima Zahra; Maherzi, Walid; Benzerzour, Mahfoud; Taleb, Mustapha; Abriak, Nor-Edine; Rais, Zakia; Senouci, Ahmed Mortar mixing using treated wastewater feasibility Construction and Building Materials, vol. 352, p. 128983, 2022, (ACL). @article{zahrabouaich:hal-04168038,
title = {Mortar mixing using treated wastewater feasibility},
author = {Fatima Zahra Bouaich and Walid Maherzi and Mahfoud Benzerzour and Mustapha Taleb and Nor-Edine Abriak and Zakia Rais and Ahmed Senouci},
url = {https://imt-nord-europe.hal.science/hal-04168038},
doi = {10.1016/j.conbuildmat.2022.128983},
year = {2022},
date = {2022-10-01},
urldate = {2022-10-01},
journal = {Construction and Building Materials},
volume = {352},
pages = {128983},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2022Article de journal ER2 Auteurs : Bouaich, Fatima Zahra; Maherzi, Walid; El-Hajjaji, Fadoua; Abriak, Nor-Edine; Benzerzour, Mahfoud; Taleb, Mustapha; Rais, Zakia Reuse of treated wastewater and non-potable groundwater in the manufacture of concrete: major challenge of environmental preservation Environmental Science and Pollution Research, vol. 29, no. 1, p. 146-157, 2022, (ACL). @article{bouaich:hal-04168073b,
title = {Reuse of treated wastewater and non-potable groundwater in the manufacture of concrete: major challenge of environmental preservation},
author = {Fatima Zahra Bouaich and Walid Maherzi and Fadoua El-Hajjaji and Nor-Edine Abriak and Mahfoud Benzerzour and Mustapha Taleb and Zakia Rais},
url = {https://imt-nord-europe.hal.science/hal-04168073},
doi = {10.1007/s11356-021-15561-3},
year = {2022},
date = {2022-01-01},
urldate = {2022-01-01},
journal = {Environmental Science and Pollution Research},
volume = {29},
number = {1},
pages = {146-157},
publisher = {Springer Verlag},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2022Article de journal ER2 Auteurs : Kleib, Joelle; Amar, Mouhamadou; Aouad, Georges; Bourbon, Xavier; Benzerzour, Mahfoud; Abriak, Nor-Edine The Use of Callovo-Oxfordian Argillite as a Raw Material for Portland Cement Clinker Production Buildings, vol. 12, no. 9, p. 1421, 2022, (ACL). @article{kleib:hal-04168065,
title = {The Use of Callovo-Oxfordian Argillite as a Raw Material for Portland Cement Clinker Production},
author = {Joelle Kleib and Mouhamadou Amar and Georges Aouad and Xavier Bourbon and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://imt-nord-europe.hal.science/hal-04168065},
doi = {10.3390/buildings12091421},
year = {2022},
date = {2022-09-01},
urldate = {2022-09-01},
journal = {Buildings},
volume = {12},
number = {9},
pages = {1421},
publisher = {MDPI},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2022Article de journal ER2 Auteurs : Amar, Mouhamadou; Benzerzour, Mahfoud; Abriak, Nor-Edine Designing Efficient Flash-Calcined Sediment-Based Ecobinders Materials, vol. 15, no. 20, p. 7107, 2022, (ACL). @article{amar:hal-04168060,
title = {Designing Efficient Flash-Calcined Sediment-Based Ecobinders},
author = {Mouhamadou Amar and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://imt-nord-europe.hal.science/hal-04168060},
doi = {10.3390/ma15207107},
year = {2022},
date = {2022-10-01},
urldate = {2022-10-01},
journal = {Materials},
volume = {15},
number = {20},
pages = {7107},
publisher = {MDPI},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2022Article de journal ER2 Auteurs : Daher, Jana; Kleib, Joelle; Benzerzour, Mahfoud; Abriak, Nor-Edine; Aouad, Georges Recycling of Flash-Calcined Dredged Sediment for Concrete 3D Printing Buildings, vol. 12, no. 9, p. 1400, 2022, (ACL). @article{daher:hal-04168070,
title = {Recycling of Flash-Calcined Dredged Sediment for Concrete 3D Printing},
author = {Jana Daher and Joelle Kleib and Mahfoud Benzerzour and Nor-Edine Abriak and Georges Aouad},
url = {https://imt-nord-europe.hal.science/hal-04168070},
doi = {10.3390/buildings12091400},
year = {2022},
date = {2022-09-01},
urldate = {2022-09-01},
journal = {Buildings},
volume = {12},
number = {9},
pages = {1400},
publisher = {MDPI},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2022Article de journal ER2 Auteurs : Amar, Mouhamadou; Benzerzour, Mahfoud; Zentar, Rachid; Abriak, Nor-Edine Prediction of the Compressive Strength of Waste-Based Concretes Using Artificial Neural Network Materials, vol. 15, no. 20, p. 7045, 2022, (ACL). @article{amar:hal-04168045,
title = {Prediction of the Compressive Strength of Waste-Based Concretes Using Artificial Neural Network},
author = {Mouhamadou Amar and Mahfoud Benzerzour and Rachid Zentar and Nor-Edine Abriak},
url = {https://imt-nord-europe.hal.science/hal-04168045},
doi = {10.3390/ma15207045},
year = {2022},
date = {2022-10-01},
urldate = {2022-10-01},
journal = {Materials},
volume = {15},
number = {20},
pages = {7045},
publisher = {MDPI},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2022Article de journal ER2 Auteurs : Amar, Mouhamadou; Benzerzour, Mahfoud; Zentar, Rachid; Abriak, Nor-Edine Prediction of the Compressive Strength of Waste-Based Concretes Using Artificial Neural Network Materials, vol. 15, no. 20, p. 7045, 2022. @article{amar:hal-04168045b,
title = {Prediction of the Compressive Strength of Waste-Based Concretes Using Artificial Neural Network},
author = {Mouhamadou Amar and Mahfoud Benzerzour and Rachid Zentar and Nor-Edine Abriak},
url = {https://imt-nord-europe.hal.science/hal-04168045},
doi = {10.3390/ma15207045},
year = {2022},
date = {2022-10-01},
urldate = {2022-10-01},
journal = {Materials},
volume = {15},
number = {20},
pages = {7045},
publisher = {MDPI},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2022Article de journal ER2 Auteurs : Bouaich, Fatima Zahra; Maherzi, Walid; El-Hajjaji, Fadoua; Abriak, Nor-Edine; Benzerzour, Mahfoud; Taleb, Mustapha; Rais, Zakia Reuse of treated wastewater and non-potable groundwater in the manufacture of concrete: major challenge of environmental preservation Environmental Science and Pollution Research, vol. 29, no. 1, p. 146-157, 2022, (ACL). @article{bouaich:hal-04168073,
title = {Reuse of treated wastewater and non-potable groundwater in the manufacture of concrete: major challenge of environmental preservation},
author = {Fatima Zahra Bouaich and Walid Maherzi and Fadoua El-Hajjaji and Nor-Edine Abriak and Mahfoud Benzerzour and Mustapha Taleb and Zakia Rais},
url = {https://imt-nord-europe.hal.science/hal-04168073},
doi = {10.1007/s11356-021-15561-3},
year = {2022},
date = {2022-01-01},
urldate = {2022-01-01},
journal = {Environmental Science and Pollution Research},
volume = {29},
number = {1},
pages = {146-157},
publisher = {Springer Verlag},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2021Article de journal ER2 Auteurs : Ouédraogo, Nongwendé Philippe; Becquart, Frédéric; Benzerzour, Mahfoud; Abriak, Nor-Edine Environmental assessment, mechanical behavior, and chemical properties of self-compacting mortars (SCMs) with harbor dredged sediments to be used in construction Environmental Science and Pollution Research, vol. 28, no. 39, p. 55003-55013, 2021, (ACL). @article{ouedraogo:hal-03770175,
title = {Environmental assessment, mechanical behavior, and chemical properties of self-compacting mortars (SCMs) with harbor dredged sediments to be used in construction},
author = {Nongwendé Philippe Ouédraogo and Frédéric Becquart and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://hal.archives-ouvertes.fr/hal-03770175},
doi = {10.1007/s11356-020-12279-6},
year = {2021},
date = {2021-10-01},
urldate = {2021-10-01},
journal = {Environmental Science and Pollution Research},
volume = {28},
number = {39},
pages = {55003-55013},
publisher = {Springer Verlag},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2021Article de journal ER2 Auteurs : Chu, Duc Chinh; Kleib, Joelle; Amar, Mouhamadou; Benzerzour, Mahfoud; Abriak, Nor-Edine Determination of the degree of hydration of Portland cement using three different approaches: Scanning electron microscopy (SEM-BSE) and Thermogravimetric analysis (TGA) Case Studies in Construction Materials, vol. 15, p. e00754, 2021, (ACL). @article{chu:hal-03770251,
title = {Determination of the degree of hydration of Portland cement using three different approaches: Scanning electron microscopy (SEM-BSE) and Thermogravimetric analysis (TGA)},
author = {Duc Chinh Chu and Joelle Kleib and Mouhamadou Amar and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://hal.archives-ouvertes.fr/hal-03770251},
doi = {10.1016/j.cscm.2021.e00754},
year = {2021},
date = {2021-12-01},
urldate = {2021-12-01},
journal = {Case Studies in Construction Materials},
volume = {15},
pages = {e00754},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2021Article de journal ER2 Auteurs : Bouchikhi, Abdelhadi; Mamindy-Pajany, Yannick; Maherzi, Walid; Albert-Mercier, Cyrille; El-Moueden, Hamza; Benzerzour, Mahfoud; Peys, Arne; Abriak, Nor-Edine Use of residual waste glass in an alkali-activated binder - Structural characterization, environmental leaching behavior and comparison of reactivity Journal of Building Engineering, vol. 34, p. 101903, 2021, (ACL). @article{bouchikhi:hal-03360292,
title = {Use of residual waste glass in an alkali-activated binder - Structural characterization, environmental leaching behavior and comparison of reactivity},
author = {Abdelhadi Bouchikhi and Yannick Mamindy-Pajany and Walid Maherzi and Cyrille Albert-Mercier and Hamza El-Moueden and Mahfoud Benzerzour and Arne Peys and Nor-Edine Abriak},
url = {https://hal.archives-ouvertes.fr/hal-03360292},
doi = {10.1016/j.jobe.2020.101903},
year = {2021},
date = {2021-02-01},
urldate = {2021-02-01},
journal = {Journal of Building Engineering},
volume = {34},
pages = {101903},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2021Article de journal ER2 Auteurs : Kleib, Joelle; Aouad, Georges; Abriak, Nor-Edine; Benzerzour, Mahfoud Production of Portland cement clinker from French Municipal Solid Waste Incineration Bottom Ash Case Studies in Construction Materials, vol. 15, p. e00629, 2021, (ACL). @article{kleib:hal-03363618,
title = {Production of Portland cement clinker from French Municipal Solid Waste Incineration Bottom Ash},
author = {Joelle Kleib and Georges Aouad and Nor-Edine Abriak and Mahfoud Benzerzour},
url = {https://hal.archives-ouvertes.fr/hal-03363618},
doi = {10.1016/j.cscm.2021.e00629},
year = {2021},
date = {2021-12-01},
urldate = {2021-12-01},
journal = {Case Studies in Construction Materials},
volume = {15},
pages = {e00629},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2021Article de journal ER2 Auteurs : Sadok, Rachid Hadj; Maherzi, Walid; Benzerzour, Mahfoud; Lord, Richard; Torrance, Keith; Zambon, Agnes; Abriak, Nor-Edine Mechanical Properties and Microstructure of Low Carbon Binders Manufactured from Calcined Canal Sediments and Ground Granulated Blast Furnace Slag (GGBS) Sustainability, vol. 13, no. 16, p. 9057, 2021, (ACL). @article{hadjsadok:hal-03360269,
title = {Mechanical Properties and Microstructure of Low Carbon Binders Manufactured from Calcined Canal Sediments and Ground Granulated Blast Furnace Slag (GGBS)},
author = {Rachid Hadj Sadok and Walid Maherzi and Mahfoud Benzerzour and Richard Lord and Keith Torrance and Agnes Zambon and Nor-Edine Abriak},
url = {https://hal.archives-ouvertes.fr/hal-03360269},
doi = {10.3390/su13169057},
year = {2021},
date = {2021-08-01},
urldate = {2021-08-01},
journal = {Sustainability},
volume = {13},
number = {16},
pages = {9057},
publisher = {MDPI},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2021Article de journal ER2 Auteurs : Bouaich, Fatima Zahra; Maherzi, Walid; El-Hajjaji, Fadoua; Abriak, Nor-Edine; Benzerzour, Mahfoud; Taleb, Mustapha; Rais, Zakia Reuse of treated wastewater and non-potable groundwater in the manufacture of concrete: major challenge of environmental preservation Environmental Science and Pollution Research, 2021, (ACL). @article{bouaich:hal-03360262,
title = {Reuse of treated wastewater and non-potable groundwater in the manufacture of concrete: major challenge of environmental preservation},
author = {Fatima Zahra Bouaich and Walid Maherzi and Fadoua El-Hajjaji and Nor-Edine Abriak and Mahfoud Benzerzour and Mustapha Taleb and Zakia Rais},
url = {https://hal.archives-ouvertes.fr/hal-03360262},
doi = {10.1007/s11356-021-15561-3},
year = {2021},
date = {2021-08-01},
urldate = {2021-08-01},
journal = {Environmental Science and Pollution Research},
publisher = {Springer Verlag},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2021Article de journal ER2 Auteurs : Kleib, Joelle; Aouad, Georges; Benzerzour, Mahfoud; Zakhour, Mirvat; Abriak, Nor-Edine Effect of calcium sulfoaluminate cements composition on their durability Construction and Building Materials, vol. 307, p. 124952, 2021, (ACL). @article{kleib:hal-03772496,
title = {Effect of calcium sulfoaluminate cements composition on their durability},
author = {Joelle Kleib and Georges Aouad and Mahfoud Benzerzour and Mirvat Zakhour and Nor-Edine Abriak},
url = {https://hal.archives-ouvertes.fr/hal-03772496},
doi = {10.1016/j.conbuildmat.2021.124952},
year = {2021},
date = {2021-11-01},
urldate = {2021-11-01},
journal = {Construction and Building Materials},
volume = {307},
pages = {124952},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2021Article de journal ER2 Auteurs : Ahmat, Adoum Mahamat; Maherzi, Walid; Milbeau, Claude Le; Benzerzour, Mahfoud; Abriak, Nor-Edine Modified Red Muds and Slag Based Hydraulic Binders for Zn Removal: A Matrix-Spiking Approach Applied on Clayey Sediments Minerals, vol. 11, no. 11, p. 1189, 2021, (ACL). @article{mahamatahmat:insu-03469324,
title = {Modified Red Muds and Slag Based Hydraulic Binders for Zn Removal: A Matrix-Spiking Approach Applied on Clayey Sediments},
author = {Adoum Mahamat Ahmat and Walid Maherzi and Claude Le Milbeau and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://hal-insu.archives-ouvertes.fr/insu-03469324},
doi = {10.3390/min11111189},
year = {2021},
date = {2021-11-01},
urldate = {2021-11-01},
journal = {Minerals},
volume = {11},
number = {11},
pages = {1189},
publisher = {MDPI},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2021Article de journal ER2 Auteurs : Ennahal, Ilyas; Maherzi, Walid; Benzerzour, Mahfoud; Mamindy-Pajany, Yannick; Abriak, Nor-Edine Performance of Lightweight Aggregates Comprised of Sediments and Thermoplastic Waste Waste and Biomass Valorization, vol. 12, no. 1, p. 515-530, 2021, (ACL). @article{ennahal:hal-04168120,
title = {Performance of Lightweight Aggregates Comprised of Sediments and Thermoplastic Waste},
author = {Ilyas Ennahal and Walid Maherzi and Mahfoud Benzerzour and Yannick Mamindy-Pajany and Nor-Edine Abriak},
url = {https://imt-nord-europe.hal.science/hal-04168120},
doi = {10.1007/s12649-020-00970-1},
year = {2021},
date = {2021-01-01},
urldate = {2021-01-01},
journal = {Waste and Biomass Valorization},
volume = {12},
number = {1},
pages = {515-530},
publisher = {Springer},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2021Article de journal ER2 Auteurs : Moudjari, Messaoud; Marouf, Hafida; Muhamad, Hameed; Chaalal, Omar; Mequignon, Marc; Maherzi, Walid; Benzerzour, Mahfoud Using Local Materials to Optimize the Eco-design of a Resilient Urban Environment in Sustainable Urban Project Process Journal of Civil Engineering and Architecture, vol. 9, no. 6, p. 2084-2097, 2021, (ACL). @article{moudjari:hal-04168092,
title = {Using Local Materials to Optimize the Eco-design of a Resilient Urban Environment in Sustainable Urban Project Process},
author = {Messaoud Moudjari and Hafida Marouf and Hameed Muhamad and Omar Chaalal and Marc Mequignon and Walid Maherzi and Mahfoud Benzerzour},
url = {https://imt-nord-europe.hal.science/hal-04168092},
doi = {10.13189/cea.2021.090636},
year = {2021},
date = {2021-10-01},
urldate = {2021-10-01},
journal = {Journal of Civil Engineering and Architecture},
volume = {9},
number = {6},
pages = {2084-2097},
publisher = {David Publishing Company},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2021Article de journal ER2 Auteurs : Amar, Mouhamadou; Benzerzour, Mahfoud; Kleib, Joelle; Abriak, Nor-Edine From dredged sediment to supplementary cementitious material: characterization, treatment, and reuse International Journal of Sediment Research, vol. 36, no. 1, p. 92-109, 2021, (ACL). @article{amar:hal-03178700,
title = {From dredged sediment to supplementary cementitious material: characterization, treatment, and reuse},
author = {Mouhamadou Amar and Mahfoud Benzerzour and Joelle Kleib and Nor-Edine Abriak},
url = {https://hal.science/hal-03178700},
doi = {10.1016/j.ijsrc.2020.06.002},
year = {2021},
date = {2021-02-01},
urldate = {2021-02-01},
journal = {International Journal of Sediment Research},
volume = {36},
number = {1},
pages = {92-109},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2021Article de journal ER2 Auteurs : Bouchikhi, Abdelhadi; Maherzi, Walid; Benzerzour, Mahfoud; Mamindy-Pajany, Yannick; Peys, Arne; Abriak, Nor-Edine Manufacturing of Low-Carbon Binders Using Waste Glass and Dredged Sediments: Formulation and Performance Assessment at Laboratory Scale Sustainability, vol. 13, no. 9, p. 4960, 2021, (ACL). @article{bouchikhi:hal-03360288b,
title = {Manufacturing of Low-Carbon Binders Using Waste Glass and Dredged Sediments: Formulation and Performance Assessment at Laboratory Scale},
author = {Abdelhadi Bouchikhi and Walid Maherzi and Mahfoud Benzerzour and Yannick Mamindy-Pajany and Arne Peys and Nor-Edine Abriak},
url = {https://hal.science/hal-03360288},
doi = {10.3390/su13094960},
year = {2021},
date = {2021-05-01},
urldate = {2021-05-01},
journal = {Sustainability},
volume = {13},
number = {9},
pages = {4960},
publisher = {MDPI},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2021Article de journal ER2 Auteurs : Ouédraogo, Nongwendé Philippe; Becquart, Frédéric; Benzerzour, Mahfoud; Abriak, Nor-Edine Influence of fine sediments on rheology properties of self-compacting concretes Powder Technology, vol. 392, p. 544-557, 2021, (ACL). @article{ouedraogo:hal-04168098,
title = {Influence of fine sediments on rheology properties of self-compacting concretes},
author = {Nongwendé Philippe Ouédraogo and Frédéric Becquart and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://imt-nord-europe.hal.science/hal-04168098},
doi = {10.1016/j.powtec.2021.07.035},
year = {2021},
date = {2021-11-01},
urldate = {2021-11-01},
journal = {Powder Technology},
volume = {392},
pages = {544-557},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2021Article de journal ER2 Auteurs : Ouedraogo, N. Philippe; Becquart, Frédéric; Benzerzour, Mahfoud; Abriak, Nor-Edine Evaluation of the Mechanical and Environmental Properties of Self-Compacting Mortars with Raw Harbour Dredging Sediments (SCMs) Journal of Environmental Science and Engineering, p. 349-355, 2021, (ACL). @article{ouedraogo:hal-04168113,
title = {Evaluation of the Mechanical and Environmental Properties of Self-Compacting Mortars with Raw Harbour Dredging Sediments (SCMs)},
author = {N. Philippe Ouedraogo and Frédéric Becquart and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://imt-nord-europe.hal.science/hal-04168113},
doi = {10.1007/978-3-030-51210-1_57},
year = {2021},
date = {2021-04-01},
urldate = {2021-04-01},
journal = {Journal of Environmental Science and Engineering},
pages = {349-355},
series = {Environmental Science and Engineering},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2020Article de journal ER2 Auteurs : Wang, Dongxing; Wang, Hongwei; Larsson, Stefan; Benzerzour, Mahfoud; Maherzi, Walid; Amar, Mouhamadou Effect of basalt fiber inclusion on the mechanical properties and microstructure of cement-solidified kaolinite Construction and Building Materials, vol. 241, p. 118085, 2020, ISSN: 0950-0618, (ACL). @article{WANG2020118085,
title = {Effect of basalt fiber inclusion on the mechanical properties and microstructure of cement-solidified kaolinite},
author = {Dongxing Wang and Hongwei Wang and Stefan Larsson and Mahfoud Benzerzour and Walid Maherzi and Mouhamadou Amar},
url = {http://www.sciencedirect.com/science/article/pii/S0950061820300908},
doi = {https://doi.org/10.1016/j.conbuildmat.2020.118085},
issn = {0950-0618},
year = {2020},
date = {2020-01-01},
journal = {Construction and Building Materials},
volume = {241},
pages = {118085},
abstract = {The polypropylene fibers, which are currently attracting enormous attention in various geotechnical applications, carry a risk of aging under an integrated effect of heat, oxygen, light and other environmental factors, causing potentially infrastructure failure. An eco-friendly and biologically inactive material – basalt fiber, which has excellent natural resistance to aging and can eliminate aging-associated disasters, deserves more attention in geotechnical field. However, quite few studies are available on the beneficial reuse of basalt fibers to improve the engineering performance of soils. Therefore, this study aims to incorporate the sustainable basalt fiber and clarify how its inclusion impacts the mechanical properties and microstructure of cemented kaolinite. The experimental programs are comprised of three types of tests, i.e. two to examine the compressive strength and triaxial shear behavior and one to evaluate the microstructure properties. The results indicate that the basalt fiber reinforcement plays an essential role in enhancing the compressive strength and peak deviatoric stress of cemented and uncemented kaolinite. The inclusion of basalt fibers improves the ductility and weakens the brittleness of cemented kaolinite. The compressive strength increases with basalt fiber content and curing time, and reaches the peak at the fiber content of 0.2%, followed by a reduction due to the formation of weak zone at higher fiber content. The peak deviatoric stress is elevated until reaching the maximum at the basalt fiber content of 0.4%, after which further addition of basalt fiber tends to reduce its reinforcing effect. The peak deviatoric stress increases as the basalt fiber length is shortened and the confining pressure is raised. The strength gain of cement-basalt fiber inclusion is much more than the sum of strength increase induced by them individually. The combination of basalt fiber and cement has the virtues of both cement-stabilized and basalt fiber-reinforced kaolinite. The SEM analysis reveals that the mechanical interaction in the form of interface bonding and friction between kaolinite particle, cement hydration product and basalt fiber is the dominant mechanism controlling the reinforcement-cementation benefits. The bridging effect (reinforcement) of basalt fibers and binding effect (cementation) of hydration products make a major contribution to the formation of stable and interconnected microstructure, which results in an evident improvement in the mechanical behaviour of cemented kaolinite. The combination of basalt fiber and cement stabilization would be an innovative and effective method for geotechnical engineering works such as soft ground improvement.},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
The polypropylene fibers, which are currently attracting enormous attention in various geotechnical applications, carry a risk of aging under an integrated effect of heat, oxygen, light and other environmental factors, causing potentially infrastructure failure. An eco-friendly and biologically inactive material – basalt fiber, which has excellent natural resistance to aging and can eliminate aging-associated disasters, deserves more attention in geotechnical field. However, quite few studies are available on the beneficial reuse of basalt fibers to improve the engineering performance of soils. Therefore, this study aims to incorporate the sustainable basalt fiber and clarify how its inclusion impacts the mechanical properties and microstructure of cemented kaolinite. The experimental programs are comprised of three types of tests, i.e. two to examine the compressive strength and triaxial shear behavior and one to evaluate the microstructure properties. The results indicate that the basalt fiber reinforcement plays an essential role in enhancing the compressive strength and peak deviatoric stress of cemented and uncemented kaolinite. The inclusion of basalt fibers improves the ductility and weakens the brittleness of cemented kaolinite. The compressive strength increases with basalt fiber content and curing time, and reaches the peak at the fiber content of 0.2%, followed by a reduction due to the formation of weak zone at higher fiber content. The peak deviatoric stress is elevated until reaching the maximum at the basalt fiber content of 0.4%, after which further addition of basalt fiber tends to reduce its reinforcing effect. The peak deviatoric stress increases as the basalt fiber length is shortened and the confining pressure is raised. The strength gain of cement-basalt fiber inclusion is much more than the sum of strength increase induced by them individually. The combination of basalt fiber and cement has the virtues of both cement-stabilized and basalt fiber-reinforced kaolinite. The SEM analysis reveals that the mechanical interaction in the form of interface bonding and friction between kaolinite particle, cement hydration product and basalt fiber is the dominant mechanism controlling the reinforcement-cementation benefits. The bridging effect (reinforcement) of basalt fibers and binding effect (cementation) of hydration products make a major contribution to the formation of stable and interconnected microstructure, which results in an evident improvement in the mechanical behaviour of cemented kaolinite. The combination of basalt fiber and cement stabilization would be an innovative and effective method for geotechnical engineering works such as soft ground improvement. |
2020Article de journal ER2 Auteurs : Wang, D; Gao, X; Wang, R; Larsson, S; Benzerzour, Mahfoud Elevated curing temperature-associated strength and mechanisms of reactive MgO-activated industrial by-products solidified soils Marine Georesources and Geotechnology, vol. 38, no. 6, p. 659-671, 2020, (ACL). @article{Wang2020659,
title = {Elevated curing temperature-associated strength and mechanisms of reactive MgO-activated industrial by-products solidified soils},
author = {D Wang and X Gao and R Wang and S Larsson and Mahfoud Benzerzour},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065714376&doi=10.1080%2f1064119X.2019.1610817&partnerID=40&md5=0bb2f8f65dbdeb68bf593089fee80032},
doi = {10.1080/1064119X.2019.1610817},
year = {2020},
date = {2020-01-01},
journal = {Marine Georesources and Geotechnology},
volume = {38},
number = {6},
pages = {659-671},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2020Article de journal ER2 Auteurs : Amar, Mouhamadou; Benzerzour, Mahfoud; Kleib, Joelle; Abriak, Nor-Edine From dredged sediment to supplementary cementitious material: Characterization, treatment, and reuse International Journal of Sediment Research, 2020, ISSN: 1001-6279. @article{AMAR2020,
title = {From dredged sediment to supplementary cementitious material: Characterization, treatment, and reuse},
author = {Mouhamadou Amar and Mahfoud Benzerzour and Joelle Kleib and Nor-Edine Abriak},
url = {http://www.sciencedirect.com/science/article/pii/S1001627920300664},
doi = {https://doi.org/10.1016/j.ijsrc.2020.06.002},
issn = {1001-6279},
year = {2020},
date = {2020-01-01},
journal = {International Journal of Sediment Research},
abstract = {Nowadays, the preservation of natural resources, the reuse, and the recycling of waste and by-products in the cement industry are gaining increasing attention in a sustainable development project. In this perspective, many studies focus on finding solutions in order to propose environmentally friendly materials. Nowadays the sediments represent a way to preserve the natural resources by their reuse as a secondary raw material in multiple applications (concrete, roads, landscaped mound, etc …). However, they commonly contain contaminants, organic matter (5%–30%), high water content (50%–200%), and relatively small particle size (Dmax ≤ 300 μm). Therefore to improve the mechanical properties of this material as well as its physiochemical ones, specific methods of characterization and appropriate treatment techniques (calcination, chemical treatment, etc …) are required. This article presents a bibliographical review of the efficient use of sediments in cementitious matrix. It details experimental tests that must be performed to ensure the durability of sediment-based structure and assess their environmental impact under prescribed conditions.},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
Nowadays, the preservation of natural resources, the reuse, and the recycling of waste and by-products in the cement industry are gaining increasing attention in a sustainable development project. In this perspective, many studies focus on finding solutions in order to propose environmentally friendly materials. Nowadays the sediments represent a way to preserve the natural resources by their reuse as a secondary raw material in multiple applications (concrete, roads, landscaped mound, etc …). However, they commonly contain contaminants, organic matter (5%–30%), high water content (50%–200%), and relatively small particle size (Dmax ≤ 300 μm). Therefore to improve the mechanical properties of this material as well as its physiochemical ones, specific methods of characterization and appropriate treatment techniques (calcination, chemical treatment, etc …) are required. This article presents a bibliographical review of the efficient use of sediments in cementitious matrix. It details experimental tests that must be performed to ensure the durability of sediment-based structure and assess their environmental impact under prescribed conditions. |
2020Article de journal ER2 Auteurs : Ahmed, Zeraoui; Benzerzour, Mahfoud; Maherzi, Walid; Mansi, R; Abriak, Nor-Edine New software for the optimization of the formulation and the treatment of dredged sediments for utilization in civil engineering Journal of Soils and Sediments, vol. 20, no. 6, p. 2709-2716, 2020, (ACL). @article{Zeraoui20202709,
title = {New software for the optimization of the formulation and the treatment of dredged sediments for utilization in civil engineering},
author = {Zeraoui Ahmed and Mahfoud Benzerzour and Walid Maherzi and R Mansi and Nor-Edine Abriak},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85083790600&doi=10.1007%2fs11368-020-02605-3&partnerID=40&md5=4e67a52f71ba9e0b6c06a2af2d56b81b},
doi = {10.1007/s11368-020-02605-3},
year = {2020},
date = {2020-01-01},
journal = {Journal of Soils and Sediments},
volume = {20},
number = {6},
pages = {2709-2716},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2020Article de journal ER2 Auteurs : Ennahal, I; Maherzi, Walid; Benzerzour, Mahfoud; Mamindy-Pajany, Yannick; Abriak, Nor-Edine Performance of Lightweight Aggregates Comprised of Sediments and Thermoplastic Waste Waste and Biomass Valorization, 2020, (ACL). @article{Ennahal2020,
title = {Performance of Lightweight Aggregates Comprised of Sediments and Thermoplastic Waste},
author = {I Ennahal and Walid Maherzi and Mahfoud Benzerzour and Yannick Mamindy-Pajany and Nor-Edine Abriak},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85079446674&doi=10.1007%2fs12649-020-00970-1&partnerID=40&md5=8bdddd99494ed9d5e7813562666e258e},
doi = {10.1007/s12649-020-00970-1},
year = {2020},
date = {2020-01-01},
journal = {Waste and Biomass Valorization},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2020Article de journal ER2 Auteurs : Wang, D; Benzerzour, Mahfoud; Hu, X; Huang, B; Chen, Z; Xu, X Strength, Permeability, and Micromechanisms of Industrial Residue Magnesium Oxychloride Cement Solidified Slurry International Journal of Geomechanics, vol. 20, no. 7, 2020, (ACL). @article{Wang2020c,
title = {Strength, Permeability, and Micromechanisms of Industrial Residue Magnesium Oxychloride Cement Solidified Slurry},
author = {D Wang and Mahfoud Benzerzour and X Hu and B Huang and Z Chen and X Xu},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85077807357&doi=10.1061%2f%28ASCE%29GM.1943-5622.0001690&partnerID=40&md5=586d43e8c69d4d36659dde5466fb46a6},
doi = {10.1061/(ASCE)GM.1943-5622.0001690},
year = {2020},
date = {2020-01-01},
journal = {International Journal of Geomechanics},
volume = {20},
number = {7},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2020Article de journal ER2 Auteurs : Maherzi, Walid; Ennahal, I; Benzerzour, Mahfoud; Mamindy-Pajany, Yannick; Abriak, Nor-Edine Study of the polymer mortar based on dredged sediments and epoxy resin: Effect of the sediments on the behavior of the polymer mortar Powder Technology, vol. 361, p. 968-982, 2020, (ACL). @article{Maherzi2020968,
title = {Study of the polymer mortar based on dredged sediments and epoxy resin: Effect of the sediments on the behavior of the polymer mortar},
author = {Walid Maherzi and I Ennahal and Mahfoud Benzerzour and Yannick Mamindy-Pajany and Nor-Edine Abriak},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85076518214&doi=10.1016%2fj.powtec.2019.10.104&partnerID=40&md5=b2f518074031dec94190f6022e652dd6},
doi = {10.1016/j.powtec.2019.10.104},
year = {2020},
date = {2020-01-01},
journal = {Powder Technology},
volume = {361},
pages = {968-982},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2020Article de journal ER2 Auteurs : Safhi, Amine El Mahdi; Rivard, P; Yahia, A; Benzerzour, Mahfoud; Khayat, K H Valorization of dredged sediments in self-consolidating concrete: Fresh, hardened, and microstructural properties Journal of Cleaner Production, vol. 263, 2020, (ACL). @article{Safhi2020,
title = {Valorization of dredged sediments in self-consolidating concrete: Fresh, hardened, and microstructural properties},
author = {Amine El Mahdi Safhi and P Rivard and A Yahia and Mahfoud Benzerzour and K H Khayat},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85083002357&doi=10.1016%2fj.jclepro.2020.121472&partnerID=40&md5=11d9b39745af3d2ea92e80ac28286d20},
doi = {10.1016/j.jclepro.2020.121472},
year = {2020},
date = {2020-01-01},
journal = {Journal of Cleaner Production},
volume = {263},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2019Article de journal ER2 Auteurs : Wang, D; Wang, R; Benzerzour, Mahfoud; Wang, H; Abriak, Nor-Edine Comparison between reactive MgO- and Na2SO4-activated low-calcium fly ash-solidified soils dredged from East Lake, China Marine Georesources and Geotechnology, 2019, (ACL). @article{Wang2019,
title = {Comparison between reactive MgO- and Na2SO4-activated low-calcium fly ash-solidified soils dredged from East Lake, China},
author = {D Wang and R Wang and Mahfoud Benzerzour and H Wang and Nor-Edine Abriak},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85070794934&doi=10.1080%2f1064119X.2019.1648616&partnerID=40&md5=c56cb94af7415019e3ff97b731ef32d4},
doi = {10.1080/1064119X.2019.1648616},
year = {2019},
date = {2019-01-01},
journal = {Marine Georesources and Geotechnology},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2019Article de journal ER2 Auteurs : Safhi, Amine El Mahdi; Benzerzour, Mahfoud; Rivard, P; Abriak, Nor-Edine; Ennahal, I Development of self-compacting mortars based on treated marine sediments Journal of Building Engineering, vol. 22, p. 252-261, 2019, (ACL). @article{Safhi2019252,
title = {Development of self-compacting mortars based on treated marine sediments},
author = {Amine El Mahdi Safhi and Mahfoud Benzerzour and P Rivard and Nor-Edine Abriak and I Ennahal},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059226250&doi=10.1016%2fj.jobe.2018.12.024&partnerID=40&md5=af4afad62307c6ff6450629e756999e4},
doi = {10.1016/j.jobe.2018.12.024},
year = {2019},
date = {2019-01-01},
journal = {Journal of Building Engineering},
volume = {22},
pages = {252-261},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2019Article de journal ER2 Auteurs : Ennahal, I; Maherzi, Walid; Mamindy-Pajany, Yannick; Benzerzour, Mahfoud; Abriak, Nor-Edine Eco-friendly polymers mortar for floor covering based on dredged sediments of the north of France Journal of Material Cycles and Waste Management, vol. 21, no. 4, p. 861-871, 2019, (ACL). @article{Ennahal2019861,
title = {Eco-friendly polymers mortar for floor covering based on dredged sediments of the north of France},
author = {I Ennahal and Walid Maherzi and Yannick Mamindy-Pajany and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061614094&doi=10.1007%2fs10163-019-00843-3&partnerID=40&md5=53952c988fdcc3c338a2b1d3121d1b23},
doi = {10.1007/s10163-019-00843-3},
year = {2019},
date = {2019-01-01},
journal = {Journal of Material Cycles and Waste Management},
volume = {21},
number = {4},
pages = {861-871},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2019Article de journal ER2 Auteurs : Liu, X; Xia, Y; Lin, M; Benzerzour, Mahfoud Experimental study of rockburst under true-triaxial gradient loading conditions Geomechanics and Engineering, vol. 18, no. 5, p. 481-492, 2019, (ACL). @article{Liu2019481,
title = {Experimental study of rockburst under true-triaxial gradient loading conditions},
author = {X Liu and Y Xia and M Lin and Mahfoud Benzerzour},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85073286931&doi=10.12989%2fgae.2019.18.5.481&partnerID=40&md5=32f6c73da574b93cc31aa4d4ad705ef9},
doi = {10.12989/gae.2019.18.5.481},
year = {2019},
date = {2019-01-01},
journal = {Geomechanics and Engineering},
volume = {18},
number = {5},
pages = {481-492},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2019Article de journal ER2 Auteurs : Safhi, Amine El Mahdi; Benzerzour, Mahfoud; Rivard, P; Abriak, Nor-Edine Feasibility of using marine sediments in SCC pastes as supplementary cementitious materials Powder Technology, vol. 344, p. 730-740, 2019, (ACL). @article{elMahdiSafhi2019730,
title = {Feasibility of using marine sediments in SCC pastes as supplementary cementitious materials},
author = {Amine El Mahdi Safhi and Mahfoud Benzerzour and P Rivard and Nor-Edine Abriak},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058691343&doi=10.1016%2fj.powtec.2018.12.060&partnerID=40&md5=1f2999cfa74ae0d46979d251e181fd9a},
doi = {10.1016/j.powtec.2018.12.060},
year = {2019},
date = {2019-01-01},
journal = {Powder Technology},
volume = {344},
pages = {730-740},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2019Article de journal ER2 Auteurs : Bouchikhi, A; Benzerzour, Mahfoud; Abriak, Nor-Edine; Maherzi, Walid; Mamindy-Pajany, Yannick Study of the impact of waste glasses types on pozzolanic activity of cementitious matrix Construction and Building Materials, vol. 197, p. 626-640, 2019, (ACL). @article{Bouchikhi2019626,
title = {Study of the impact of waste glasses types on pozzolanic activity of cementitious matrix},
author = {A Bouchikhi and Mahfoud Benzerzour and Nor-Edine Abriak and Walid Maherzi and Yannick Mamindy-Pajany},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057470124&doi=10.1016%2fj.conbuildmat.2018.11.180&partnerID=40&md5=26b2a87d43197f488d458d761d5dc88e},
doi = {10.1016/j.conbuildmat.2018.11.180},
year = {2019},
date = {2019-01-01},
journal = {Construction and Building Materials},
volume = {197},
pages = {626-640},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2018Article de journal ER2 Auteurs : Amar, Mouhamadou; Benzerzour, Mahfoud; Abriak, Nor-Edine; Safhi, Amine El Mahdi Durability of a cementitious matrix based on treated sediments Case Studies in Construction Materials, vol. 8, p. 258 - 276, 2018, ISSN: 2214-5095, (ACL). @article{AMAR2018258,
title = {Durability of a cementitious matrix based on treated sediments},
author = {Mouhamadou Amar and Mahfoud Benzerzour and Nor-Edine Abriak and Amine El Mahdi Safhi},
url = {http://www.sciencedirect.com/science/article/pii/S221450951730164X},
doi = {https://doi.org/10.1016/j.cscm.2018.01.007},
issn = {2214-5095},
year = {2018},
date = {2018-01-01},
journal = {Case Studies in Construction Materials},
volume = {8},
pages = {258 - 276},
abstract = {Significant volumes of sediment are annually dredged in France and all over the world and these materials may in fact be used beneficially as supplementary cementitious material. This paper studies the durability of a new cement matrix based on dredged marine sediment from the Dunkirk-Harbour (northern France). Several techniques are used to characterise the raw sediment, such as physical properties, chemical analyses and mineralogy. X-Ray Diffraction (XRD) analysis revealed quartz, calcite and kaolinite to be the main mineral phases. In order to eliminate organic matter and activate some of those minerals, the sediment is calcined at a temperature of 850 °C for 1 h. Moreover, four blended mortars were formulated by mixing a portland cement (CEM I 52,5 N) and the calcined sediment as a partial cement substitute (0%, 10%, 20% and 30%). Reference mortars, based on the blended cement, were then prepared. This re-use cannot be substantiated or efficient without a durability study. For this purpose, the following tests were conducted on those mortars: mercury porosity, accessible water porosity, chloride permeability, freezing and thawing, external sulphate attack, alkali aggregates reaction, compressive and bending strength tests. The results of most of those tests evidenced the fact that the mortar that contains 10% of the treated sediment is as efficient and durable as the reference mortar itself. This infers that the presence of these calcined sediments improves the general behaviour of mortar.},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
Significant volumes of sediment are annually dredged in France and all over the world and these materials may in fact be used beneficially as supplementary cementitious material. This paper studies the durability of a new cement matrix based on dredged marine sediment from the Dunkirk-Harbour (northern France). Several techniques are used to characterise the raw sediment, such as physical properties, chemical analyses and mineralogy. X-Ray Diffraction (XRD) analysis revealed quartz, calcite and kaolinite to be the main mineral phases. In order to eliminate organic matter and activate some of those minerals, the sediment is calcined at a temperature of 850 °C for 1 h. Moreover, four blended mortars were formulated by mixing a portland cement (CEM I 52,5 N) and the calcined sediment as a partial cement substitute (0%, 10%, 20% and 30%). Reference mortars, based on the blended cement, were then prepared. This re-use cannot be substantiated or efficient without a durability study. For this purpose, the following tests were conducted on those mortars: mercury porosity, accessible water porosity, chloride permeability, freezing and thawing, external sulphate attack, alkali aggregates reaction, compressive and bending strength tests. The results of most of those tests evidenced the fact that the mortar that contains 10% of the treated sediment is as efficient and durable as the reference mortar itself. This infers that the presence of these calcined sediments improves the general behaviour of mortar. |
2018Article de journal ER2 Auteurs : Amar, Mouhamadou; Benzerzour, Mahfoud; Abriak, Nor-Edine Towards the establishment of formulation laws for sediment-based mortars Journal of Building Engineering, vol. 16, p. 106 - 117, 2018, ISSN: 2352-7102, (ACL). @article{AMAR2018106,
title = {Towards the establishment of formulation laws for sediment-based mortars},
author = {Mouhamadou Amar and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {http://www.sciencedirect.com/science/article/pii/S2352710217302802},
doi = {https://doi.org/10.1016/j.jobe.2017.12.011},
issn = {2352-7102},
year = {2018},
date = {2018-01-01},
journal = {Journal of Building Engineering},
volume = {16},
pages = {106 - 117},
abstract = {The 21st century marks a remarkable stage of a widespread awareness for environmental protection and the preservation of natural resources. In this context, the beneficial use of dredged sediments as building materials really fits with this aim. There is currently no objective method for the formulation and strength prediction of sediment-based mortars. The consequence is that the results can be very variable and the test conditions are difficult to reproduce. The monitoring method in this study involves formulating mortars with water/binder (w/b) ratios defined by: w/b = 0.4; w/b = 0.5; w/b = 0.6; w/b = 0.7 and w/b = 0.8. For each given w/b ratio, mortars contain increasing amounts of sediment in partial substitution to cement (p = 0%; 5%; 8%, 10%; 15%; 20%; 25%). By investigating the compressive strength of these mortars after 7, 28 and 60 days maturation, objective and comprehensive models for the prediction of compressive strength of sediment-based mortars are proposed.},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
The 21st century marks a remarkable stage of a widespread awareness for environmental protection and the preservation of natural resources. In this context, the beneficial use of dredged sediments as building materials really fits with this aim. There is currently no objective method for the formulation and strength prediction of sediment-based mortars. The consequence is that the results can be very variable and the test conditions are difficult to reproduce. The monitoring method in this study involves formulating mortars with water/binder (w/b) ratios defined by: w/b = 0.4; w/b = 0.5; w/b = 0.6; w/b = 0.7 and w/b = 0.8. For each given w/b ratio, mortars contain increasing amounts of sediment in partial substitution to cement (p = 0%; 5%; 8%, 10%; 15%; 20%; 25%). By investigating the compressive strength of these mortars after 7, 28 and 60 days maturation, objective and comprehensive models for the prediction of compressive strength of sediment-based mortars are proposed. |
2018Article de journal ER2 Auteurs : Scribot, C; Maherzi, Walid; Benzerzour, Mahfoud; Mamindy-Pajany, Yannick; Abriak, Nor-Edine A laboratory-scale experimental investigation on the reuse of a modified red mud in ceramic materials production Construction and Building Materials, vol. 163, p. 21-31, 2018, (ACL). @article{Scribot201821,
title = {A laboratory-scale experimental investigation on the reuse of a modified red mud in ceramic materials production},
author = {C Scribot and Walid Maherzi and Mahfoud Benzerzour and Yannick Mamindy-Pajany and Nor-Edine Abriak},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85038034779&doi=10.1016%2fj.conbuildmat.2017.12.092&partnerID=40&md5=45eb7de6547988d9196576474d9744da},
doi = {10.1016/j.conbuildmat.2017.12.092},
year = {2018},
date = {2018-01-01},
journal = {Construction and Building Materials},
volume = {163},
pages = {21-31},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2018Article de journal ER2 Auteurs : Maherzi, Walid; Benzerzour, Mahfoud; Mamindy-Pajany, Yannick; van Veen, E; Boutouil, M; Abriak, Nor-Edine Beneficial reuse of Brest-Harbor (France)-dredged sediment as alternative material in road building: laboratory investigations Environmental Technology (United Kingdom), vol. 39, no. 5, p. 566-580, 2018, (ACL). @article{Maherzi2018566,
title = {Beneficial reuse of Brest-Harbor (France)-dredged sediment as alternative material in road building: laboratory investigations},
author = {Walid Maherzi and Mahfoud Benzerzour and Yannick Mamindy-Pajany and E van Veen and M Boutouil and Nor-Edine Abriak},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85017274800&doi=10.1080%2f09593330.2017.1308440&partnerID=40&md5=a3c0596a1de01bc1014fbe1c8b39b957},
doi = {10.1080/09593330.2017.1308440},
year = {2018},
date = {2018-01-01},
journal = {Environmental Technology (United Kingdom)},
volume = {39},
number = {5},
pages = {566-580},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2018Article de journal ER2 Auteurs : Benzerzour, Mahfoud; Maherzi, Walid; Amar, Mouhamadou; Abriak, Nor-Edine; Damidot, D Formulation of mortars based on thermally treated sediments Journal of Material Cycles and Waste Management, vol. 20, no. 1, p. 592-603, 2018, (ACL). @article{Benzerzour2018592,
title = {Formulation of mortars based on thermally treated sediments},
author = {Mahfoud Benzerzour and Walid Maherzi and Mouhamadou Amar and Nor-Edine Abriak and D Damidot},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019878749&doi=10.1007%2fs10163-017-0626-0&partnerID=40&md5=4e13b90b034d40903f248b19a881fa11},
doi = {10.1007/s10163-017-0626-0},
year = {2018},
date = {2018-01-01},
journal = {Journal of Material Cycles and Waste Management},
volume = {20},
number = {1},
pages = {592-603},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2018Article de journal ER2 Auteurs : Zhao, Z; Benzerzour, Mahfoud; Abriak, Nor-Edine; Damidot, D; Courard, L; Wang, D Use of uncontaminated marine sediments in mortar and concrete by partial substitution of cement Cement and Concrete Composites, vol. 93, p. 155-162, 2018, (ACL). @article{Zhao2018155,
title = {Use of uncontaminated marine sediments in mortar and concrete by partial substitution of cement},
author = {Z Zhao and Mahfoud Benzerzour and Nor-Edine Abriak and D Damidot and L Courard and D Wang},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050107907&doi=10.1016%2fj.cemconcomp.2018.07.010&partnerID=40&md5=0048e6bd582f6ef47aaabce766671639},
doi = {10.1016/j.cemconcomp.2018.07.010},
year = {2018},
date = {2018-01-01},
journal = {Cement and Concrete Composites},
volume = {93},
pages = {155-162},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2017Article de journal ER4 Auteurs : Maherzi, Walid; Benzerzour, Mahfoud; Mamindy-Pajany, Yannick; van-Veen, Eleanor; Boutouil, Mohamed; Abriak, Nor-Edine Beneficial reuse of Brest-Harbor (France)-dredged sediment as alternative material in road building: laboratory investigations Environmental Technology, vol. 39, no. 5, p. 566-580, 2017, (ACL). @article{Maherzi2017,
title = {Beneficial reuse of Brest-Harbor (France)-dredged sediment as alternative material in road building: laboratory investigations},
author = {Walid Maherzi and Mahfoud Benzerzour and Yannick Mamindy-Pajany and Eleanor van-Veen and Mohamed Boutouil and Nor-Edine Abriak},
year = {2017},
date = {2017-01-01},
journal = {Environmental Technology},
volume = {39},
number = {5},
pages = {566-580},
abstract = {The scarcity of natural aggregates promotes waste reuse as secondary raw material in the field of civil engineering. this article focuses on the beneficial reuse of marine-dredged sediments in road building. thus, mixtures of raw sediments and dredged sand collected from brest harbur (bretagne, france) were treated with road hydraulic binders. formulation were prepared and characterized as recommended by the french technical guidelines for soil treatment with lime and/or hydraulic binders. mechanical resistance results are quite similar for both the hydraulic binders, suggesting a similar reactivity with the studied sediment sample. however, some discrepancies can be noted on sustainability parameters. indeed, water resistance after immersion at 40°c is significantly better for the mixtures treated with cement containing more glass-forming oxides (sio2 + al2o3) and fluxing (fe2o3+cao + mgo + k2o + na2o). moreover, the both hydraulic binders can lead to swelling in the road materials as observed in scanning electron microscopy analyses. indeed, microscopic observations indicated volumetric swelling of treated samples, which is greatly influenced on the one side by ettringite quantity and on the other hand by the presence of water in pores material.},
note = {ACL},
keywords = {ER4},
pubstate = {published},
tppubtype = {article}
}
The scarcity of natural aggregates promotes waste reuse as secondary raw material in the field of civil engineering. this article focuses on the beneficial reuse of marine-dredged sediments in road building. thus, mixtures of raw sediments and dredged sand collected from brest harbur (bretagne, france) were treated with road hydraulic binders. formulation were prepared and characterized as recommended by the french technical guidelines for soil treatment with lime and/or hydraulic binders. mechanical resistance results are quite similar for both the hydraulic binders, suggesting a similar reactivity with the studied sediment sample. however, some discrepancies can be noted on sustainability parameters. indeed, water resistance after immersion at 40°c is significantly better for the mixtures treated with cement containing more glass-forming oxides (sio2 + al2o3) and fluxing (fe2o3+cao + mgo + k2o + na2o). moreover, the both hydraulic binders can lead to swelling in the road materials as observed in scanning electron microscopy analyses. indeed, microscopic observations indicated volumetric swelling of treated samples, which is greatly influenced on the one side by ettringite quantity and on the other hand by the presence of water in pores material. |
2017Article de journal ER2 Auteurs : Benzerzour, Mahfoud; Amar, Mouhamadou; Abriak, Nor-Edine New experimental approach of the reuse of dredged sediments in a cement matrix by physical and heat treatment Construction and Building Materials, vol. 140, p. 432 - 444, 2017, ISSN: 0950-0618, (ACL). @article{BENZERZOUR2017432,
title = {New experimental approach of the reuse of dredged sediments in a cement matrix by physical and heat treatment},
author = {Mahfoud Benzerzour and Mouhamadou Amar and Nor-Edine Abriak},
url = {http://www.sciencedirect.com/science/article/pii/S0950061817303446},
doi = {https://doi.org/10.1016/j.conbuildmat.2017.02.142},
issn = {0950-0618},
year = {2017},
date = {2017-01-01},
journal = {Construction and Building Materials},
volume = {140},
pages = {432 - 444},
abstract = {Dans cette étude, les sédiments sont utilisés comme matière première secondaire en substitution du ciment moyennant un traitement préalable. Le traitement envisagé est un traitement physique par broyage et séparation afin d’obtenir différentes fractions, par voie sèche (1mm, 250μm, 120μm) et par voie humide (250μm et 120μm). Ils sont par la suite traités thermiquement à des températures de 650°C, 750°C et 850°C pendant 1 heure et 3 heures, dans le but de les activer chimiquement par décarbonatation ou activation pouzzolanique du matériau. Différents essais de caractérisation ont été effectués. La détermination des caractéristiques physiques et chimiques principales est obtenue grâce à des essais de: granulométrie, masse volumique spécifique, la surface spécifique BET, estimation temps de début de prise ainsi que la chaleur d’hydratation par calorimétrie Langavant. Les essais chimiques menés sont entre autres: l’analyse ATG, la diffractométrie au rayon X (DRX) et la fluorescence X (FX), qui ont permis de quantifier les fractions, phases et éléments chimiques présents. Les essais à la compression ont été effectués conformément à la NF EN 196-1 à des échéances de 7 jours – 14 jours - 28 jours et 60 jours sur l’ensemble des mortiers formulés: les mortiers à base 100% de ciment CEM I 52.5N, sur ceux substitués à des taux de 8% et 15% par le sédiment traité. Ceux-ci ont permis de relever un apport dû à l’activité confirmée par des essais de calorimétrie ou du point de vue physique à une possible nucléation hétérogène autour des grains de sédiment.
In this study, a sediment was used as a secondary raw material in cement substitution with prior treatment. The treatment adopted is a physical treatment involving grinding and separation to obtain different fractions, using a dry method (1mm, 250µm, 120µm) and washing method (250µm and 120µm). They were subsequently heat treated at temperatures of 650°C, 750°C and 850°C for 1h and 3h, in order to enable chemical activation by decarbonation or by pozzolanic activation of the material. Different characterization tests were performed. The determination of main physical and chemical characteristics was obtained through multiple techniques: particle size distribution, specific density, the BET surface area, the initial setting time and hydration heat calorimetry Langavant. The chemical tests include: TGA analysis, X-ray diffractometry (XRD) and X-ray fluorescence (XRF) which were used to quantify the fractions, phases and chemical elements present. Compression tests were performed conforming NF EN 196-1 French standard, over terms of 7days – 14days – 28days and 60days on all formulated mortars: reference mortar based on 100% CEM I 52.5N binder and cement substituted mortars with 8% and 15% by treated sediment. This clearly evidenced contribution due to chemical activity which was confirmed by calorimetry monitoring and strength investigation.},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
Dans cette étude, les sédiments sont utilisés comme matière première secondaire en substitution du ciment moyennant un traitement préalable. Le traitement envisagé est un traitement physique par broyage et séparation afin d’obtenir différentes fractions, par voie sèche (1mm, 250μm, 120μm) et par voie humide (250μm et 120μm). Ils sont par la suite traités thermiquement à des températures de 650°C, 750°C et 850°C pendant 1 heure et 3 heures, dans le but de les activer chimiquement par décarbonatation ou activation pouzzolanique du matériau. Différents essais de caractérisation ont été effectués. La détermination des caractéristiques physiques et chimiques principales est obtenue grâce à des essais de: granulométrie, masse volumique spécifique, la surface spécifique BET, estimation temps de début de prise ainsi que la chaleur d’hydratation par calorimétrie Langavant. Les essais chimiques menés sont entre autres: l’analyse ATG, la diffractométrie au rayon X (DRX) et la fluorescence X (FX), qui ont permis de quantifier les fractions, phases et éléments chimiques présents. Les essais à la compression ont été effectués conformément à la NF EN 196-1 à des échéances de 7 jours – 14 jours - 28 jours et 60 jours sur l’ensemble des mortiers formulés: les mortiers à base 100% de ciment CEM I 52.5N, sur ceux substitués à des taux de 8% et 15% par le sédiment traité. Ceux-ci ont permis de relever un apport dû à l’activité confirmée par des essais de calorimétrie ou du point de vue physique à une possible nucléation hétérogène autour des grains de sédiment.
In this study, a sediment was used as a secondary raw material in cement substitution with prior treatment. The treatment adopted is a physical treatment involving grinding and separation to obtain different fractions, using a dry method (1mm, 250µm, 120µm) and washing method (250µm and 120µm). They were subsequently heat treated at temperatures of 650°C, 750°C and 850°C for 1h and 3h, in order to enable chemical activation by decarbonation or by pozzolanic activation of the material. Different characterization tests were performed. The determination of main physical and chemical characteristics was obtained through multiple techniques: particle size distribution, specific density, the BET surface area, the initial setting time and hydration heat calorimetry Langavant. The chemical tests include: TGA analysis, X-ray diffractometry (XRD) and X-ray fluorescence (XRF) which were used to quantify the fractions, phases and chemical elements present. Compression tests were performed conforming NF EN 196-1 French standard, over terms of 7days – 14days – 28days and 60days on all formulated mortars: reference mortar based on 100% CEM I 52.5N binder and cement substituted mortars with 8% and 15% by treated sediment. This clearly evidenced contribution due to chemical activity which was confirmed by calorimetry monitoring and strength investigation. |
2017Article de journal ER2 Auteurs : Amar, Mouhamadou; Benzerzour, Mahfoud; Abriak, Nor-Edine; Mamindy-Pajany, Yannick Study of the pozzolanic activity of a dredged sediment from Dunkirk harbour Powder Technology, vol. 320, p. 748 - 764, 2017, ISSN: 0032-5910, (ACL). @article{AMAR2017748,
title = {Study of the pozzolanic activity of a dredged sediment from Dunkirk harbour},
author = {Mouhamadou Amar and Mahfoud Benzerzour and Nor-Edine Abriak and Yannick Mamindy-Pajany},
url = {http://www.sciencedirect.com/science/article/pii/S0032591017305909},
doi = {https://doi.org/10.1016/j.powtec.2017.07.055},
issn = {0032-5910},
year = {2017},
date = {2017-01-01},
journal = {Powder Technology},
volume = {320},
pages = {748 - 764},
abstract = {Les additions ou produits de substitution dans les matrices cimentaires sont généralement caractérisés par leur aptitude à réagir dans des conditions spécifiées. Cette caractéristique peut être appréciée au travers de la mesure de l’activité pouzzolanique. Dans cette étude, la pouzzolanicité d’une certaine catégorie de matériaux est étudiée. Pour cela, les essais de Frattini conforme à la norme NF EN 196-5, l’essai Chapelle accéléré, la mesure de la conductivité électrique et le calcul du coefficient d’activité mécanique sont mis en place. Les résultats indiquent que le sédiment brut provenant du Grand Port Maritime de Dunkerque présente une relative faible activité pouzzolanique quel que soit le test considéré. Cependant, l’étude de fractions calcinées par voie directe ou par calcination flash a montré que le sédiment présente, à l’issue de ces processus, une activité améliorée. L’étude comparée avec plusieurs additions courantes a permis de démontrer la bonne fiabilité des méthodes de Chapelle et l’indice d’activité mécanique pour une grande diversité d'additions minérales. Toutefois, au test de conductivité, une correction doit être appliquée du fait de la présence de sels dissous. Des coefficients d’activité mécanique χA=0.88 et χA=0.73 ont été déterminés respectivement pour le STFC (flash) et le STDC (calcination directe). En conséquence, les sédiments, moyennant un traitement adéquat peuvent être utilisés comme des additions minérales actives pour les matrices cimentaires. Admixtures or supplementary cementitious materials are generally characterised by their ability to react in specified conditions. This can be assumed through the pozzolanicity. In this study, the pozzolanic activity of a certain category of materials was investigated. For this purpose, the Frattini test conforming to NF EN 196-5 French standard, the accelerated Chapelle test, the measurement of the electrical conductivity and the calculation of mechanical activity coefficient were performed. The raw sediment from Dunkirk harbour presented a relatively low pozzolanic activity regardless of the test considered. However, the study of direct or flash calcined materials evidenced that sediment acquired at the end of these processes an improvement of pozzolanic activity. The comparative study conducted on several common admixtures also inferred that the Chapelle and mechanical activity index methods are quite appropriate and reliable. Nevertheless, in the conductivity test, a correction must be applied due to the presence of dissolved salts. A mechanical activity coefficient of χA=0.88 and χA=0.73 was determined for STFC (flash) and STDC (direct lab kiln) respectively. As a result, sediment, following an optimized treatment can be used as active mineral admixture in cementitious matrixes.},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
Les additions ou produits de substitution dans les matrices cimentaires sont généralement caractérisés par leur aptitude à réagir dans des conditions spécifiées. Cette caractéristique peut être appréciée au travers de la mesure de l’activité pouzzolanique. Dans cette étude, la pouzzolanicité d’une certaine catégorie de matériaux est étudiée. Pour cela, les essais de Frattini conforme à la norme NF EN 196-5, l’essai Chapelle accéléré, la mesure de la conductivité électrique et le calcul du coefficient d’activité mécanique sont mis en place. Les résultats indiquent que le sédiment brut provenant du Grand Port Maritime de Dunkerque présente une relative faible activité pouzzolanique quel que soit le test considéré. Cependant, l’étude de fractions calcinées par voie directe ou par calcination flash a montré que le sédiment présente, à l’issue de ces processus, une activité améliorée. L’étude comparée avec plusieurs additions courantes a permis de démontrer la bonne fiabilité des méthodes de Chapelle et l’indice d’activité mécanique pour une grande diversité d'additions minérales. Toutefois, au test de conductivité, une correction doit être appliquée du fait de la présence de sels dissous. Des coefficients d’activité mécanique χA=0.88 et χA=0.73 ont été déterminés respectivement pour le STFC (flash) et le STDC (calcination directe). En conséquence, les sédiments, moyennant un traitement adéquat peuvent être utilisés comme des additions minérales actives pour les matrices cimentaires. Admixtures or supplementary cementitious materials are generally characterised by their ability to react in specified conditions. This can be assumed through the pozzolanicity. In this study, the pozzolanic activity of a certain category of materials was investigated. For this purpose, the Frattini test conforming to NF EN 196-5 French standard, the accelerated Chapelle test, the measurement of the electrical conductivity and the calculation of mechanical activity coefficient were performed. The raw sediment from Dunkirk harbour presented a relatively low pozzolanic activity regardless of the test considered. However, the study of direct or flash calcined materials evidenced that sediment acquired at the end of these processes an improvement of pozzolanic activity. The comparative study conducted on several common admixtures also inferred that the Chapelle and mechanical activity index methods are quite appropriate and reliable. Nevertheless, in the conductivity test, a correction must be applied due to the presence of dissolved salts. A mechanical activity coefficient of χA=0.88 and χA=0.73 was determined for STFC (flash) and STDC (direct lab kiln) respectively. As a result, sediment, following an optimized treatment can be used as active mineral admixture in cementitious matrixes. |
2017Article de journal ER2 Auteurs : Benzerzour, Mahfoud; Sebaibi, N; Maherzi, Walid; Abriak, Nor-Edine; Sebaibi, Y A bibliography on the analytical model of the mechanical behaviour in uniaxial tension of fibre concrete: Application to concrete reinforced with fibres and powders from recycling of thermoset composite materials Construction and Building Materials, vol. 131, p. 214-228, 2017, (ACL). @article{Benzerzour2017214,
title = {A bibliography on the analytical model of the mechanical behaviour in uniaxial tension of fibre concrete: Application to concrete reinforced with fibres and powders from recycling of thermoset composite materials},
author = {Mahfoud Benzerzour and N Sebaibi and Walid Maherzi and Nor-Edine Abriak and Y Sebaibi},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-84998890556&doi=10.1016%2fj.conbuildmat.2016.11.060&partnerID=40&md5=2d9d35dc9711ad464781f5167101243e},
doi = {10.1016/j.conbuildmat.2016.11.060},
year = {2017},
date = {2017-01-01},
journal = {Construction and Building Materials},
volume = {131},
pages = {214-228},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2017Article de journal ER2 Auteurs : Kasmi, A; Abriak, Nor-Edine; Benzerzour, Mahfoud; Azrar, H Effect of Dewatering by the Addition of Flocculation Aid on Treated River Sediments for Valorization in Road Construction Waste and Biomass Valorization, vol. 8, no. 3, p. 585-597, 2017, (ACL). @article{Kasmi2017585,
title = {Effect of Dewatering by the Addition of Flocculation Aid on Treated River Sediments for Valorization in Road Construction},
author = {A Kasmi and Nor-Edine Abriak and Mahfoud Benzerzour and H Azrar},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85001610205&doi=10.1007%2fs12649-016-9587-0&partnerID=40&md5=403758531cf46d0ce5d507c1563b5eb2},
doi = {10.1007/s12649-016-9587-0},
year = {2017},
date = {2017-01-01},
journal = {Waste and Biomass Valorization},
volume = {8},
number = {3},
pages = {585-597},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2017Article de journal ER2 Auteurs : Kasmi, A; Abriak, Nor-Edine; Benzerzour, Mahfoud; Azrar, H Environmental impact and mechanical behavior study of experimental road made with river sediments: recycling of river sediments in road construction Journal of Material Cycles and Waste Management, vol. 19, no. 4, p. 1405-1414, 2017, (ACL). @article{Kasmi20171405,
title = {Environmental impact and mechanical behavior study of experimental road made with river sediments: recycling of river sediments in road construction},
author = {A Kasmi and Nor-Edine Abriak and Mahfoud Benzerzour and H Azrar},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-84976367307&doi=10.1007%2fs10163-016-0529-5&partnerID=40&md5=091d1fb669f23ac77e94daec63b1efae},
doi = {10.1007/s10163-016-0529-5},
year = {2017},
date = {2017-01-01},
journal = {Journal of Material Cycles and Waste Management},
volume = {19},
number = {4},
pages = {1405-1414},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2017Article de journal ER2 Auteurs : Le, N H; Abriak, Nor-Edine; Binetruy, C; Benzerzour, Mahfoud; Nguyen, S -T Mechanical behavior of municipal solid waste incinerator bottom ash: Results from triaxial tests Waste Management, vol. 65, p. 37-46, 2017, (ACL). @article{Le201737,
title = {Mechanical behavior of municipal solid waste incinerator bottom ash: Results from triaxial tests},
author = {N H Le and Nor-Edine Abriak and C Binetruy and Mahfoud Benzerzour and S -T Nguyen},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85017164337&doi=10.1016%2fj.wasman.2017.03.045&partnerID=40&md5=c720ada191d04c773c3335198ff9dd3f},
doi = {10.1016/j.wasman.2017.03.045},
year = {2017},
date = {2017-01-01},
journal = {Waste Management},
volume = {65},
pages = {37-46},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2016Conférence ER2 Auteurs : Dubois, Vincent; Wirquin, Eric; Maherzi, Walid; Benzerzour, Mahfoud Backfilling grout including a major part of fine sediments International Symposium on Sediment Management, Montréal 2016, (ACTI). @conference{dub2016c,
title = {Backfilling grout including a major part of fine sediments},
author = {Vincent Dubois and Eric Wirquin and Walid Maherzi and Mahfoud Benzerzour},
year = {2016},
date = {2016-00-01},
booktitle = {International Symposium on Sediment Management},
organization = {Montréal},
note = {ACTI},
keywords = {ER2},
pubstate = {published},
tppubtype = {conference}
}
|
2016Article de journal ER1 Auteurs : Sekkal, Wassila; Zaoui, Ali; Benzerzour, Mahfoud; Abriak, Nor-Edine Role of porosity on the stiffness and stability of (001) surface of the nanogranular C-S-H gel Cement and Concrete Research, no. 87, p. 45-52, 2016, (ACL). @article{Sekkal2016,
title = {Role of porosity on the stiffness and stability of (001) surface of the nanogranular C-S-H gel},
author = {Wassila Sekkal and Ali Zaoui and Mahfoud Benzerzour and Nor-Edine Abriak},
year = {2016},
date = {2016-01-01},
journal = {Cement and Concrete Research},
number = {87},
pages = {45-52},
note = {ACL},
keywords = {ER1},
pubstate = {published},
tppubtype = {article}
}
|
2016Article de journal ER2 Auteurs : Sekkal, Wassila; Zaoui, Ali; Benzerzour, Mahfoud; Abriak, Nor-Edine Role of porosity on the stiffness and stability of (001) surface of the nanogranular C-S-H gel Cement and Concrete Research, vol. 87, p. 45-52, 2016, (ACL). @article{Sekkal201645,
title = {Role of porosity on the stiffness and stability of (001) surface of the nanogranular C-S-H gel},
author = {Wassila Sekkal and Ali Zaoui and Mahfoud Benzerzour and Nor-Edine Abriak},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-84971463511&doi=10.1016%2fj.cemconres.2016.04.014&partnerID=40&md5=de4e7a812d35c1f3012cce823d01e82c},
doi = {10.1016/j.cemconres.2016.04.014},
year = {2016},
date = {2016-01-01},
journal = {Cement and Concrete Research},
volume = {87},
pages = {45-52},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2015Article de journal ER2 Auteurs : Gregoire, P; Benzerzour, Mahfoud; Abriak, Nor-Edine; Damidot, Denis Bioaccumulation dans les tissus des espèces marines fréquentant les zones dimmersion MARINE SCIENCES COASTAL RESEARCH, vol. 1, no. 10, p. 1-14, 2015, (ACL). @article{GREG2015A,
title = {Bioaccumulation dans les tissus des espèces marines fréquentant les zones dimmersion},
author = {P Gregoire and Mahfoud Benzerzour and Nor-Edine Abriak and Denis Damidot},
year = {2015},
date = {2015-01-01},
journal = {MARINE SCIENCES COASTAL RESEARCH},
volume = {1},
number = {10},
pages = {1-14},
abstract = {LÂactivité portuaire joue un r^ole stratégique pour lÂéconomie nationale ou internationale et de nombreux ports réalisent des travaux de dragage conduisant `a lÂévacuation en mer de volumes importants de sédiments pour garantir lÂacc`es des chenaux, des Avants-Ports et des bassins `a la navigation commerciale. Ces pratiques sont indispensables aux activités portuaires pour la sécurité maritime ; néanmoins des préoccupations nouvelles basées sur la protection de lÂenvironnement montrent que certaines opérations posent probl`emes en regard des impacts potentiels sur les milieux aquatiques. Les sédiments portuaires sont des compartiments complexes chargés le cas échéant de contaminants qui ne permettent plus systématiquement dÂadopter le scénario classique de lÂimmersion pour évacuer les produits dragués compte tenu des risques de transfert des contaminants vers le milieu marin. Ces opérations doivent faire lÂobjet dÂévaluation des risques sur lÂenvironnement afin dÂapprécier les impacts potentiels et dÂétudier des scénarios alternatifs dans lÂhypoth`ese dÂune contamination excessive des sédiments `a draguer. LÂobjectif est donc de présenter notre démarche dÂexpertise basée sur lÂévaluation de la bioaccumulation des espéces marines fréquentant les zones dÂimmersion en rendant plus transparent le processus dÂévaluation environnementale qui peut influencer la méthode de mise en dep^ot et le pilotage des opérations de dragage dans un contexte de développement durable.},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
LÂactivité portuaire joue un r^ole stratégique pour lÂéconomie nationale ou internationale et de nombreux ports réalisent des travaux de dragage conduisant `a lÂévacuation en mer de volumes importants de sédiments pour garantir lÂacc`es des chenaux, des Avants-Ports et des bassins `a la navigation commerciale. Ces pratiques sont indispensables aux activités portuaires pour la sécurité maritime ; néanmoins des préoccupations nouvelles basées sur la protection de lÂenvironnement montrent que certaines opérations posent probl`emes en regard des impacts potentiels sur les milieux aquatiques. Les sédiments portuaires sont des compartiments complexes chargés le cas échéant de contaminants qui ne permettent plus systématiquement dÂadopter le scénario classique de lÂimmersion pour évacuer les produits dragués compte tenu des risques de transfert des contaminants vers le milieu marin. Ces opérations doivent faire lÂobjet dÂévaluation des risques sur lÂenvironnement afin dÂapprécier les impacts potentiels et dÂétudier des scénarios alternatifs dans lÂhypoth`ese dÂune contamination excessive des sédiments `a draguer. LÂobjectif est donc de présenter notre démarche dÂexpertise basée sur lÂévaluation de la bioaccumulation des espéces marines fréquentant les zones dÂimmersion en rendant plus transparent le processus dÂévaluation environnementale qui peut influencer la méthode de mise en dep^ot et le pilotage des opérations de dragage dans un contexte de développement durable. |
2014Manuel technique ER2 Auteurs : Abriak, Nor-Edine; MAMINDY-PAJANY, Yannick; ACHOUR, Raouf; Benzerzour, Mahfoud; Zentar, Rachid Guide méthodologique à valorisation des sédiments de dragage dans la filières béton CD2E, 2014, (OS). @manual{ABRI2014B,
title = {Guide méthodologique à valorisation des sédiments de dragage dans la filières béton},
author = {Nor-Edine Abriak and Yannick MAMINDY-PAJANY and Raouf ACHOUR and Mahfoud Benzerzour and Rachid Zentar},
year = {2014},
date = {2014-00-01},
edition = {CD2E},
abstract = {Le présent guide élaboré dans le cadre de la démarche nationale Sédimatériaux expose les modalités sous lesquelles les sédiments de dragage peuvent ^etre valorisés en fabrication du béton dans une optique de développement durable, de protection de lÂenvironnement et des populations. Ce guide est issu des travaux de recherche menés par le Département Génie Civil et Environnemental (DGCE) de lÂEcole des Mines de Douai depuis plus de dix ans et des projets accompagnés dans le cadre de la démarche Sédimatériaux sur la thématique de valorisation des sédiments de dragage, et ceci en cohérence avec la réglementation nationale en vigueur sur la gestion `a terre des sédiments de dragage et lÂacceptabilité des matériaux alternatifs en fabrication des blocs bétons. La méthodologie proposée a été élaborée par le Département Génie Civil & Environnemental de lÂEcole des Mines de Douai et constitue une base de travail pour la construction dÂun guide dÂapplication relatif `a lÂétude technique de fabrication du béton intégrant des sédiments de dragage ainsi que sa durabilité. Les modalités de la démarche décrite dans le présent guide pourront ^etre revues en fonction des retours dÂexpériences reçus au niveau national et international. Le contenu du guide sera amendé par les résultats issus des projets en cours accompagnés dans le cadre de la démarche Sédimatériaux et approfondi par les travaux de recherche qui seront réalisés par la chaire industrielle EcoSed (Economie circulaire des Sédiments) lancée le 2 avril 2014 et pilotée par lÂEcole des Mines de Douai.},
note = {OS},
keywords = {ER2},
pubstate = {published},
tppubtype = {manual}
}
Le présent guide élaboré dans le cadre de la démarche nationale Sédimatériaux expose les modalités sous lesquelles les sédiments de dragage peuvent ^etre valorisés en fabrication du béton dans une optique de développement durable, de protection de lÂenvironnement et des populations. Ce guide est issu des travaux de recherche menés par le Département Génie Civil et Environnemental (DGCE) de lÂEcole des Mines de Douai depuis plus de dix ans et des projets accompagnés dans le cadre de la démarche Sédimatériaux sur la thématique de valorisation des sédiments de dragage, et ceci en cohérence avec la réglementation nationale en vigueur sur la gestion `a terre des sédiments de dragage et lÂacceptabilité des matériaux alternatifs en fabrication des blocs bétons. La méthodologie proposée a été élaborée par le Département Génie Civil & Environnemental de lÂEcole des Mines de Douai et constitue une base de travail pour la construction dÂun guide dÂapplication relatif `a lÂétude technique de fabrication du béton intégrant des sédiments de dragage ainsi que sa durabilité. Les modalités de la démarche décrite dans le présent guide pourront ^etre revues en fonction des retours dÂexpériences reçus au niveau national et international. Le contenu du guide sera amendé par les résultats issus des projets en cours accompagnés dans le cadre de la démarche Sédimatériaux et approfondi par les travaux de recherche qui seront réalisés par la chaire industrielle EcoSed (Economie circulaire des Sédiments) lancée le 2 avril 2014 et pilotée par lÂEcole des Mines de Douai. |
2014Manuel technique ER2 Auteurs : Abriak, Nor-Edine; MAMINDY-PAJANY, Yannick; ACHOUR, Raouf; Zentar, Rachid; Benzerzour, Mahfoud Guide méthodologique « Valorisation des sédiments de dragage en technique routi`ere CD2E, 2014, (OS). @manual{ABRI2014C,
title = {Guide méthodologique « Valorisation des sédiments de dragage en technique routi`ere},
author = {Nor-Edine Abriak and Yannick MAMINDY-PAJANY and Raouf ACHOUR and Rachid Zentar and Mahfoud Benzerzour},
year = {2014},
date = {2014-00-01},
edition = {CD2E},
abstract = {Le présent guide expose la méthodologie et les modalités sous lesquelles les sédiments de dragage peuvent ^etre valorisés en technique routi`ere dans une optique de développement durable, de protection de lÂenvironnement et des populations. Ce guide est issu des travaux de recherche menés par le Département Génie Civil et Environnemental (DGCE) de lÂEcole des Mines de Douai depuis plus de dix ans sur la thématique de valorisation des sédiments de dragage, et ceci en cohérence avec la réglementation nationale et le cadre méthodologique (ADEME, 2010 ; SETRA, 2011) qui prévalait lors de la réalisation des travaux.
La méthodologie proposée a été élaborée par lÂEcole des Mines de Douai dans le cadre de la démarche SEDIMATERIAUX et constitue une base de travail pour la construction dÂun guide dÂapplication relatif `a lÂutilisation des sédiments de dragage en technique routi`ere. Les modalités de la démarche décrite dans le présent guide pourront ^etre revues en fonction des retours dÂexpériences reçus au niveau régional, national ou européen.},
note = {OS},
keywords = {ER2},
pubstate = {published},
tppubtype = {manual}
}
Le présent guide expose la méthodologie et les modalités sous lesquelles les sédiments de dragage peuvent ^etre valorisés en technique routi`ere dans une optique de développement durable, de protection de lÂenvironnement et des populations. Ce guide est issu des travaux de recherche menés par le Département Génie Civil et Environnemental (DGCE) de lÂEcole des Mines de Douai depuis plus de dix ans sur la thématique de valorisation des sédiments de dragage, et ceci en cohérence avec la réglementation nationale et le cadre méthodologique (ADEME, 2010 ; SETRA, 2011) qui prévalait lors de la réalisation des travaux.
La méthodologie proposée a été élaborée par lÂEcole des Mines de Douai dans le cadre de la démarche SEDIMATERIAUX et constitue une base de travail pour la construction dÂun guide dÂapplication relatif `a lÂutilisation des sédiments de dragage en technique routi`ere. Les modalités de la démarche décrite dans le présent guide pourront ^etre revues en fonction des retours dÂexpériences reçus au niveau régional, national ou européen. |
2014Manuel technique ER2 Auteurs : Benzerzour, Mahfoud Đétermination en laboratoire du coefficient de perméabilité à saturation dun matériau : Perméamètre à paroi, flexible à gradient hydraulique constan AFNOR, 2014, (OS). @manual{BENZ2014a,
title = {Đétermination en laboratoire du coefficient de perméabilité à saturation dun matériau : Perméamètre à paroi, flexible à gradient hydraulique constan},
author = {Mahfoud Benzerzour},
year = {2014},
date = {2014-01-01},
edition = {AFNOR},
note = {OS},
keywords = {ER2},
pubstate = {published},
tppubtype = {manual}
}
|
2014Article de journal ER2 Auteurs : Benzerzour, Mahfoud; R., GAGNE; Abriak, Nor-Edine; N., SEBAIBI Experimental and numerical study of the structural and cracking behavior of an overlaid slab panel under cyclic flexural loading. Construction and bulding Materials, vol. 52, p. 24-32, 2014, (ACL). @article{BENZ2014B,
title = {Experimental and numerical study of the structural and cracking behavior of an overlaid slab panel under cyclic flexural loading.},
author = {Mahfoud Benzerzour and GAGNE R. and Nor-Edine Abriak and SEBAIBI N.},
doi = {doi:10.1016/j.conbuildmat.2013.11.038},
year = {2014},
date = {2014-02-01},
journal = {Construction and bulding Materials},
volume = {52},
pages = {24-32},
abstract = {This paper presents an investigation on the origin and magnitude of the internal stresses at the interface between an overlay and an underlying reinforced-concrete slab subjected to cyclic flexural loading. Internal stresses were analyzed with finite-element modeling of two configurations of reinforced-concrete slab panels measuring 3.3 Ã 1.0 Ã 0.2 m: an intact reference slab and a repaired slab with a 40-mm-thick bonded overlay. The research project included experimental testing to measure the evolution of the structural capacity and the cracking behavior of two slab panels with the same configuration and dimensions. Under laboratory cyclic loading, the overlaid slab panel showed some fine horizontal cracks progressing along the interface between the overlay and the substrate slab. The finite-element modeling revealed that the flexural crack pattern significantly impacted the stress field near the overlay interface. Flexural cracking generated stress perpendicular to the interface (normal) in the area located near the flexural crack. The magnitude of the normal stress at the interface increased with bending moment. This can produce local debonding at the overlay interface located near a flexural crack. Cyclic loading was found to promote this possible interface cracking mechanism resulting from fatigue rupture of the bond between the overlay and substrate.},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
This paper presents an investigation on the origin and magnitude of the internal stresses at the interface between an overlay and an underlying reinforced-concrete slab subjected to cyclic flexural loading. Internal stresses were analyzed with finite-element modeling of two configurations of reinforced-concrete slab panels measuring 3.3 Ã 1.0 Ã 0.2 m: an intact reference slab and a repaired slab with a 40-mm-thick bonded overlay. The research project included experimental testing to measure the evolution of the structural capacity and the cracking behavior of two slab panels with the same configuration and dimensions. Under laboratory cyclic loading, the overlaid slab panel showed some fine horizontal cracks progressing along the interface between the overlay and the substrate slab. The finite-element modeling revealed that the flexural crack pattern significantly impacted the stress field near the overlay interface. Flexural cracking generated stress perpendicular to the interface (normal) in the area located near the flexural crack. The magnitude of the normal stress at the interface increased with bending moment. This can produce local debonding at the overlay interface located near a flexural crack. Cyclic loading was found to promote this possible interface cracking mechanism resulting from fatigue rupture of the bond between the overlay and substrate. |
2014Article de journal ER2 Auteurs : Benzerzour, Mahfoud; Raed, MANSI; Abriak, Nor-Edine Mathematical model to manage the sedimentÂs decontamination for beneficial us Journal of Catalytic Materials and Environment, vol. 12, p. 1-6, 2014, (ACL). @article{BENZ2014C,
title = {Mathematical model to manage the sedimentÂs decontamination for beneficial us},
author = {Mahfoud Benzerzour and MANSI Raed and Nor-Edine Abriak},
year = {2014},
date = {2014-01-01},
journal = {Journal of Catalytic Materials and Environment},
volume = {12},
pages = {1-6},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2014Article de journal ER2 Auteurs : KASMI, Abdelhafid; Benzerzour, Mahfoud; Abriak, Nor-Edine; MAHERZI, Walid Study of physico-chemical and environmental characterization of raw sediment and dehydrated sediment by the addition of a flocculent Journal of Catalytic Materials and Environment, vol. 12, 2014, (ACTI). @article{KASM2014A,
title = {Study of physico-chemical and environmental characterization of raw sediment and dehydrated sediment by the addition of a flocculent},
author = {Abdelhafid KASMI and Mahfoud Benzerzour and Nor-Edine Abriak and Walid MAHERZI},
year = {2014},
date = {2014-01-01},
journal = {Journal of Catalytic Materials and Environment},
volume = {12},
note = {ACTI},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2014Article de journal ER2 Auteurs : MAHERZI, Walid; Benzerzour, Mahfoud; ABDELGHANI, BEN F Essais daptitude au traitement des sédiments de dragage marins en vue de leur valorisation en techniques routière Déchet Sciences et Techniques, no. 68, p. 16-22, 2014, (ACL). @article{MAHE2014A,
title = {Essais daptitude au traitement des sédiments de dragage marins en vue de leur valorisation en techniques routière},
author = {Walid MAHERZI and Mahfoud Benzerzour and BEN F ABDELGHANI},
year = {2014},
date = {2014-00-01},
journal = {Déchet Sciences et Techniques},
number = {68},
pages = {16-22},
abstract = {Les résultats présentés dans cet article sÂinscrivent dans le cadre du projet de recherche Européen SETARMS dont lÂun des objectifs consiste `a trouver des solutions innovantes et durables pour la gestion des sédiments marins dragués en Manche (France-Angleterre) pour une application en techniques routi`eres, plus particuli`erement en couche de forme. Apr`es une 1`ere étape de caractérisation géotechnique des sédiments de dragage selon le GTR, les recommandations du GTS ont été utilisées pour le traitement des sédiments aux liants hydrauliques. Ainsi une formulation `a 3 % de chaux et 6 % de ciment est appliquée `a huit sédiments. Des essais dÂaptitude au traitement comprenant des mesures de gonflements volumiques (Gv) et de résistances `a la traction indirecte (Rit) ont été réalisés sur les huit sédiments traités en adoptant les normes standards en vigueur en France. Les résultats obtenus montrent que malgré une m^eme origine des sédiments et des classes GTR assez proches (A1 et A2), les sédiments traités répondent différemment aux essais dÂaptitude. Ces premiers résultats, utiles `a lÂavancement du projet, permettent une meilleure compréhension de la problématique de traitement des sédiments aux liants hydrauliques et leur valorisation en techniques routi`eres.},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
Les résultats présentés dans cet article sÂinscrivent dans le cadre du projet de recherche Européen SETARMS dont lÂun des objectifs consiste `a trouver des solutions innovantes et durables pour la gestion des sédiments marins dragués en Manche (France-Angleterre) pour une application en techniques routi`eres, plus particuli`erement en couche de forme. Apr`es une 1`ere étape de caractérisation géotechnique des sédiments de dragage selon le GTR, les recommandations du GTS ont été utilisées pour le traitement des sédiments aux liants hydrauliques. Ainsi une formulation `a 3 % de chaux et 6 % de ciment est appliquée `a huit sédiments. Des essais dÂaptitude au traitement comprenant des mesures de gonflements volumiques (Gv) et de résistances `a la traction indirecte (Rit) ont été réalisés sur les huit sédiments traités en adoptant les normes standards en vigueur en France. Les résultats obtenus montrent que malgré une m^eme origine des sédiments et des classes GTR assez proches (A1 et A2), les sédiments traités répondent différemment aux essais dÂaptitude. Ces premiers résultats, utiles `a lÂavancement du projet, permettent une meilleure compréhension de la problématique de traitement des sédiments aux liants hydrauliques et leur valorisation en techniques routi`eres. |
2014Article de journal ER2 Auteurs : SEBAIBI, N; Benzerzour, Mahfoud; Abriak, Nor-Edine Influence of the distribution and orientation of fibres in a reinforced concrete with waste fibres and powders Construction and bulding Materials, vol. 65, p. 254-263, 2014, (ACL). @article{SEBA2014A,
title = {Influence of the distribution and orientation of fibres in a reinforced concrete with waste fibres and powders},
author = {N SEBAIBI and Mahfoud Benzerzour and Nor-Edine Abriak},
doi = {doi:10.1016/j.conbuildmat.2014.04.134},
year = {2014},
date = {2014-08-01},
journal = {Construction and bulding Materials},
volume = {65},
pages = {254-263},
abstract = {This paper focuses on the incorporation of the sub-product materials based on the fibres and powders as used in the reinforcement of a cement matrix. These reinforcements (fibres and powders) were obtained from recycling by crushing of a thermoset composite based on unsaturated polyester/glass fibre. The mechanical and physical properties of Waste Fibre and Powder Reinforced Concrete (WFPRC) were investigated after optimising the composite. Regarding mechanical properties, the study focused on the effect of the volume of fibres and powders on the flexural, the uniaxial tensile strength and on different mixing energy. Regarding physical properties, the porosity, the orientation and distribution of fibres in a cement matrix were investigated. The results show that the tensile strength of WFPRC increased when both fibres and powders were added. The mixing energy influence strongly the fibres/powder content, the porosity, the distribution and fibres orientation regarding the loading direction of composite. However, the fibres distribution is an important factor for explain efficiency the mechanical behaviour of WFPRC. Fibre-orientation measurement by two-dimensional (2D) image analysis of polished cross-sections is a rapid and highly efficient method for determining the fibre orientation distribution over large sample areas. The results confirm that the rheology and fibre/powder content of concrete has an important influence on the orientation of the fibres and therefore the mechanical behaviour of composite reinforced fibres. The mixture reinforced with 4.4%, 6.2% and 11.54% of fibre/powder present an orientation coefficient ranging from 0.3 and 0.35 which indicate that the orientation of WFPRC is in 3D because the number of fibres is the same in three planes and confirm the poor workability of samples reinforced fibres.},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
This paper focuses on the incorporation of the sub-product materials based on the fibres and powders as used in the reinforcement of a cement matrix. These reinforcements (fibres and powders) were obtained from recycling by crushing of a thermoset composite based on unsaturated polyester/glass fibre. The mechanical and physical properties of Waste Fibre and Powder Reinforced Concrete (WFPRC) were investigated after optimising the composite. Regarding mechanical properties, the study focused on the effect of the volume of fibres and powders on the flexural, the uniaxial tensile strength and on different mixing energy. Regarding physical properties, the porosity, the orientation and distribution of fibres in a cement matrix were investigated. The results show that the tensile strength of WFPRC increased when both fibres and powders were added. The mixing energy influence strongly the fibres/powder content, the porosity, the distribution and fibres orientation regarding the loading direction of composite. However, the fibres distribution is an important factor for explain efficiency the mechanical behaviour of WFPRC. Fibre-orientation measurement by two-dimensional (2D) image analysis of polished cross-sections is a rapid and highly efficient method for determining the fibre orientation distribution over large sample areas. The results confirm that the rheology and fibre/powder content of concrete has an important influence on the orientation of the fibres and therefore the mechanical behaviour of composite reinforced fibres. The mixture reinforced with 4.4%, 6.2% and 11.54% of fibre/powder present an orientation coefficient ranging from 0.3 and 0.35 which indicate that the orientation of WFPRC is in 3D because the number of fibres is the same in three planes and confirm the poor workability of samples reinforced fibres. |
2014Article de journal ER2 Auteurs : Benzerzour, Mahfoud; Maherzi, Walid; Abriak, Nor-Edine; Boutouil, M Road materialÂs design based on marine dredging sediment and sand, treated with hydraulic road binder Journal of Catalytic Materials and Environment, vol. 11, p. 9-14, 2014, (ACL). @article{BENZ2014D,
title = {Road materialÂs design based on marine dredging sediment and sand, treated with hydraulic road binder},
author = {Mahfoud Benzerzour and Walid Maherzi and Nor-Edine Abriak and M Boutouil},
year = {2014},
date = {2014-01-01},
journal = {Journal of Catalytic Materials and Environment},
volume = {11},
pages = {9-14},
abstract = {Afin de garantir un tirant dÂeau suffisant pour lÂexploitation des infrastru ctures portuaires et des voies navigables, les gestionnaires de ces derniers sont amenés `a effectuer réguli`erement des opérations dÂentretien qui consistent `a draguer dÂimportantes quantités de sédiments. En France, les volumes issus des opérations de drag age représentent chaque année des volumes tr`es important ou leur gestion devient de plus en plus complexe. Le principale objectif de ce travail de recherche est de formuler un nouveau matériau `a base de sédiments de dragage marins et de sable de dragage, e n utilisant différents liants et en variant leurs pourcentages. Le choix optimisé du liant hydraulique (proportion de CaO et de SiO 2 ) et du pourcentage dÂajouts granulaires (amélioration de la compacité) nous ont permis dÂobtenir des résistances optimales pour une application en techniques routi`ere.},
note = {ACL},
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Afin de garantir un tirant dÂeau suffisant pour lÂexploitation des infrastru ctures portuaires et des voies navigables, les gestionnaires de ces derniers sont amenés `a effectuer réguli`erement des opérations dÂentretien qui consistent `a draguer dÂimportantes quantités de sédiments. En France, les volumes issus des opérations de drag age représentent chaque année des volumes tr`es important ou leur gestion devient de plus en plus complexe. Le principale objectif de ce travail de recherche est de formuler un nouveau matériau `a base de sédiments de dragage marins et de sable de dragage, e n utilisant différents liants et en variant leurs pourcentages. Le choix optimisé du liant hydraulique (proportion de CaO et de SiO 2 ) et du pourcentage dÂajouts granulaires (amélioration de la compacité) nous ont permis dÂobtenir des résistances optimales pour une application en techniques routi`ere. |
2014Manuel technique ER2 Auteurs : Abriak, Nor-Edine; MAMINDY-PAJANY, Yannick; Khezami,; ACHOUR, Raouf; Zentar, Rachid; Benzerzour, Mahfoud Guide méthodologique à valorisation des sédiments de dragage en aménagements paysager CD2E, 2014, (OS). @manual{ABRI2014A,
title = {Guide méthodologique à valorisation des sédiments de dragage en aménagements paysager},
author = {Nor-Edine Abriak and Yannick MAMINDY-PAJANY and Khezami and Raouf ACHOUR and Rachid Zentar and Mahfoud Benzerzour},
year = {2014},
date = {2014-00-01},
edition = {CD2E},
abstract = {Le présent guide expose la méthodologie selon laquelle les sédiments de dragage peuvent ^etre valorisés en éco-modelés paysagers dans une perspective de développement durable, de protection de lÂenvironnement et des populations. Ce guide est issu des travaux de recherche réalisés par le Département Génie Civil et Environnemental (DGCE) de lÂEcole des Mines de Douai sur la thématique de valorisation des sédiments de dragage, et ceci en cohérence avec la réglementation nationale qui prévalait lors de la réalisation des travaux.
La méthodologie exposée dans ce guide est exclusivement réservée aux projets de valorisation sÂintégrant dans un plan dÂaménagement paysager et aux gisements de sédiments dont les caractéristiques géotechniques et mécaniques sont conformes aux normes de spécifications dÂusage en vigueur. Ces exigences sont primordiales afin de ne pas faire des éco-modelés paysagers un substitut de la mise en décharge.
La méthodologie proposée a été élaborée par lÂEcole des Mines de Douai dans le cadre de la démarche national SEDIMATERIAUX et constitue une base de travail pour la construction dÂun guide dÂapplication relatif `a lÂutilisation des sédiments de dragage en éco-modelés paysagers. Les modalités de la méthodologie décrite dans le présent guide pourront ^etre revues en fonction des retours dÂexpériences reçus au niveau national et européen.},
note = {OS},
keywords = {ER2},
pubstate = {published},
tppubtype = {manual}
}
Le présent guide expose la méthodologie selon laquelle les sédiments de dragage peuvent ^etre valorisés en éco-modelés paysagers dans une perspective de développement durable, de protection de lÂenvironnement et des populations. Ce guide est issu des travaux de recherche réalisés par le Département Génie Civil et Environnemental (DGCE) de lÂEcole des Mines de Douai sur la thématique de valorisation des sédiments de dragage, et ceci en cohérence avec la réglementation nationale qui prévalait lors de la réalisation des travaux.
La méthodologie exposée dans ce guide est exclusivement réservée aux projets de valorisation sÂintégrant dans un plan dÂaménagement paysager et aux gisements de sédiments dont les caractéristiques géotechniques et mécaniques sont conformes aux normes de spécifications dÂusage en vigueur. Ces exigences sont primordiales afin de ne pas faire des éco-modelés paysagers un substitut de la mise en décharge.
La méthodologie proposée a été élaborée par lÂEcole des Mines de Douai dans le cadre de la démarche national SEDIMATERIAUX et constitue une base de travail pour la construction dÂun guide dÂapplication relatif `a lÂutilisation des sédiments de dragage en éco-modelés paysagers. Les modalités de la méthodologie décrite dans le présent guide pourront ^etre revues en fonction des retours dÂexpériences reçus au niveau national et européen. |
2013Article de journal ER2 Auteurs : Sebaibi, N; Benzerzour, Mahfoud; Sebaibi, Y; Abriak, Nor-Edine Composition of self compacting concrete (SCC) using the compressible packing model, the Chinese method and the European standard Construction and Building Materials, vol. 43, p. 382-388, 2013, (ACL). @article{Sebaibi2013382,
title = {Composition of self compacting concrete (SCC) using the compressible packing model, the Chinese method and the European standard},
author = {N Sebaibi and Mahfoud Benzerzour and Y Sebaibi and Nor-Edine Abriak},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-84875819300&doi=10.1016%2fj.conbuildmat.2013.02.028&partnerID=40&md5=fa6194bcbc9eb1adc470216f8b9e83f0},
doi = {10.1016/j.conbuildmat.2013.02.028},
year = {2013},
date = {2013-01-01},
journal = {Construction and Building Materials},
volume = {43},
pages = {382-388},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2012Article de journal ER2 Auteurs : Benzerzour, Mahfoud; SEBAIBI, N; Abriak, Nor-Edine; BINETRUY, C Waste fibre-cement matrix bond characteristics improved by usingsilane-treated fibres, conbuildmat.2012.02.048, Volume 37, Đecember2012, Pages 1-6 2012, (ACL). @article{BENZERZOUR2012,
title = {Waste fibre-cement matrix bond characteristics improved by usingsilane-treated fibres, conbuildmat.2012.02.048, Volume 37, Đecember2012, Pages 1-6},
author = {Mahfoud Benzerzour and N SEBAIBI and Nor-Edine Abriak and C BINETRUY},
year = {2012},
date = {2012-01-01},
note = {ACL},
keywords = {ER2},
pubstate = {published},
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|
2012Article de journal ER2 Auteurs : SEBAIBI, N; Benzerzour, Mahfoud; Abriak, Nor-Edine; BINETRUY, C Mechanical and physical properties of a cement matrix through therecycling of thermoset composites, Construction and Building Materials,Vol 34, pp 226^aÂÂ235, 2012. DOI: 10.1016/j.conbuildmat.2012.02.04 2012, (ACL). @article{SEBAIBI2012,
title = {Mechanical and physical properties of a cement matrix through therecycling of thermoset composites, Construction and Building Materials,Vol 34, pp 226^aÂÂ235, 2012. DOI: 10.1016/j.conbuildmat.2012.02.04},
author = {N SEBAIBI and Mahfoud Benzerzour and Nor-Edine Abriak and C BINETRUY},
year = {2012},
date = {2012-01-01},
note = {ACL},
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pubstate = {published},
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}
|
2012Article de journal ER2 Auteurs : Benzerzour, Mahfoud; Sebaibi, N; Abriak, Nor-Edine; Binetruy, C Waste fibre-cement matrix bond characteristics improved by using silane-treated fibres Construction and Building Materials, vol. 37, p. 1-6, 2012, (ACL). @article{Benzerzour20121,
title = {Waste fibre-cement matrix bond characteristics improved by using silane-treated fibres},
author = {Mahfoud Benzerzour and N Sebaibi and Nor-Edine Abriak and C Binetruy},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-84870164867&doi=10.1016%2fj.conbuildmat.2012.07.024&partnerID=40&md5=7a73c5ac4df47c26340731858c3fb48e},
doi = {10.1016/j.conbuildmat.2012.07.024},
year = {2012},
date = {2012-01-01},
journal = {Construction and Building Materials},
volume = {37},
pages = {1-6},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2012Article de journal ER2 Auteurs : Zentar, Rachid; Wang, D; Abriak, Nor-Edine; Benzerzour, Mahfoud; Chen, W Utilization of siliceous-aluminous fly ash and cement for solidification of marine sediments Construction and Building Materials, vol. 35, p. 856-863, 2012, (ACL). @article{Zentar2012856,
title = {Utilization of siliceous-aluminous fly ash and cement for solidification of marine sediments},
author = {Rachid Zentar and D Wang and Nor-Edine Abriak and Mahfoud Benzerzour and W Chen},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-84861655697&doi=10.1016%2fj.conbuildmat.2012.04.024&partnerID=40&md5=967e36c5330c204193b1e8e9c79c8dbc},
doi = {10.1016/j.conbuildmat.2012.04.024},
year = {2012},
date = {2012-01-01},
journal = {Construction and Building Materials},
volume = {35},
pages = {856-863},
note = {ACL},
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pubstate = {published},
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2012Article de journal ER2 Auteurs : Sebaibi, N; Benzerzour, Mahfoud; Abriak, Nor-Edine; Binetruy, C Mechanical properties of concrete-reinforced fibres and powders with crushed thermoset composites: The influence of fibre/matrix interaction Construction and Building Materials, vol. 29, p. 332-338, 2012, (ACL). @article{Sebaibi2012332,
title = {Mechanical properties of concrete-reinforced fibres and powders with crushed thermoset composites: The influence of fibre/matrix interaction},
author = {N Sebaibi and Mahfoud Benzerzour and Nor-Edine Abriak and C Binetruy},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-82055168859&doi=10.1016%2fj.conbuildmat.2011.10.026&partnerID=40&md5=712c290fa2a98fdf34607e6d3cf5221c},
doi = {10.1016/j.conbuildmat.2011.10.026},
year = {2012},
date = {2012-01-01},
journal = {Construction and Building Materials},
volume = {29},
pages = {332-338},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2012Article de journal ER2 Auteurs : Abriak, Nor-Edine; Sebaibi, N; Benzerzour, Mahfoud Experimental results of polyester/glass fibers - Cementitious matrix bond characteristics: Effect of silane on fibers Advanced Materials Research, vol. 428, p. 73-77, 2012, (ACL). @article{Abriak201273,
title = {Experimental results of polyester/glass fibers - Cementitious matrix bond characteristics: Effect of silane on fibers},
author = {Nor-Edine Abriak and N Sebaibi and Mahfoud Benzerzour},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-84856036679&doi=10.4028%2fwww.scientific.net%2fAMR.428.73&partnerID=40&md5=20a23c12ba927c3b3df4f1e29feed49f},
doi = {10.4028/www.scientific.net/AMR.428.73},
year = {2012},
date = {2012-01-01},
journal = {Advanced Materials Research},
volume = {428},
pages = {73-77},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2012Article de journal ER2 Auteurs : Sebaibi, N; Benzerzour, Mahfoud; Abriak, Nor-Edine; Binetruy, C Mechanical and physical properties of a cement matrix through the recycling of thermoset composites Construction and Building Materials, vol. 34, p. 226-235, 2012, (ACL). @article{Sebaibi2012226,
title = {Mechanical and physical properties of a cement matrix through the recycling of thermoset composites},
author = {N Sebaibi and Mahfoud Benzerzour and Nor-Edine Abriak and C Binetruy},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-84860502371&doi=10.1016%2fj.conbuildmat.2012.02.048&partnerID=40&md5=a47095fc91429f3c284926df7eabefa9},
doi = {10.1016/j.conbuildmat.2012.02.048},
year = {2012},
date = {2012-01-01},
journal = {Construction and Building Materials},
volume = {34},
pages = {226-235},
note = {ACL},
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pubstate = {published},
tppubtype = {article}
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|
2011Article de journal ER2 Auteurs : Abriak, Nor-Edine; SEBAIBI, N; Benzerzour, Mahfoud Experimental results of polyester/glass fibers^aÂÂ cementitious matrixbond characteristics : Effect of silane on fibers, Advanced MaterialsResearch, Vol 428, pp 73-77, 20 2011, (ACL). @article{ABRIAK2011,
title = {Experimental results of polyester/glass fibers^aÂÂ cementitious matrixbond characteristics : Effect of silane on fibers, Advanced MaterialsResearch, Vol 428, pp 73-77, 20},
author = {Nor-Edine Abriak and N SEBAIBI and Mahfoud Benzerzour},
year = {2011},
date = {2011-01-01},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
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|
2011Article de journal ER2 Auteurs : Zentar, Rachid; MIRAOUI, M R; Abriak, Nor-Edine; Benzerzour, Mahfoud Natural dewatering of marine dredged sediment, Đrying Ŧechnology,Vol 29, N14, pp 1705-1713, 2011. [Impact Factor WoK JCR 2012=1,814] 2011, (ACL). @article{ZENTAR2011a,
title = {Natural dewatering of marine dredged sediment, Đrying Ŧechnology,Vol 29, N14, pp 1705-1713, 2011. [Impact Factor WoK JCR 2012=1,814]},
author = {Rachid Zentar and M R MIRAOUI and Nor-Edine Abriak and Mahfoud Benzerzour},
year = {2011},
date = {2011-01-01},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
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|
2011Article de journal ER2 Auteurs : Zentar, Rachid; WANG, D; Abriak, Nor-Edine; Benzerzour, Mahfoud; CHEN, W Utilization of siliceous-aluminous fly ash and cement for solidificationof marine sediments, Construction and Building Materials, Vol 35,pp 856-863, 2012 [Impact Factor ISI WoK JCR 2012 = 2,293] 2011, (ACL). @article{ZENTAR2011d,
title = {Utilization of siliceous-aluminous fly ash and cement for solidificationof marine sediments, Construction and Building Materials, Vol 35,pp 856-863, 2012 [Impact Factor ISI WoK JCR 2012 = 2,293]},
author = {Rachid Zentar and D WANG and Nor-Edine Abriak and Mahfoud Benzerzour and W CHEN},
year = {2011},
date = {2011-01-01},
note = {ACL},
keywords = {ER2},
pubstate = {published},
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|