Publications

@article{makni:hal-03772531,

title = {Leaching test for assessing compliance with environmental requirements of fired clay bricks incorporated by deinking paper sludge},

author = {Hajer Makni and Mohamed Khlif and Frédéric Becquart and Nor-Edine Abriak and Chedly Bradai},

url = {https://hal.archives-ouvertes.fr/hal-03772531},

doi = {10.1016/j.conbuildmat.2021.123155},

year  = {2021},

date = {2021-06-01},

urldate = {2021-06-01},

journal = {Construction and Building Materials},

volume = {289},

pages = {123155},

publisher = {Elsevier},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{zhao:hal-03772616,

title = {Substitution of limestone filler by waste brick powder in self-compacting mortars: Properties and durability},

author = {Zengfeng Zhao and Adèle Grellier and Mohamed El Karim Bouarroudj and Frédéric Michel and David Bulteel and Luc Courard},

url = {https://hal.archives-ouvertes.fr/hal-03772616},

doi = {10.1016/j.jobe.2021.102898},

year  = {2021},

date = {2021-11-01},

urldate = {2021-11-01},

journal = {Journal of Building Engineering},

volume = {43},

pages = {102898},

publisher = {Elsevier},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{elhajjami:hal-03772630,

title = {+Study of metallic contamination of Oued Sebou sediments, Morocco},

author = {Saadia El Hajjami and Nor-Edine Abriak and Salah Souabi and Mohammed El Alami},

url = {https://hal.archives-ouvertes.fr/hal-03772630},

doi = {10.1016/j.eti.2021.101680},

year  = {2021},

date = {2021-08-01},

urldate = {2021-08-01},

journal = {Environmental Technology and Innovation},

volume = {23},

pages = {101680},

publisher = {Elsevier},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{bellara:hal-03360260,

title = {Optimization of an Eco-Friendly Hydraulic Road Binders Comprising Clayey Dam Sediments and Ground Granulated Blast-Furnace Slag},

author = {Selma Bellara and Mustapha Hidjeb and Walid Maherzi and Salim Mezazigh and Ahmed Senouci},

url = {https://hal.archives-ouvertes.fr/hal-03360260},

doi = {10.3390/buildings11100443},

year  = {2021},

date = {2021-10-01},

urldate = {2021-10-01},

journal = {Buildings},

volume = {11},

number = {10},

pages = {443},

publisher = {MDPI},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{qachach:hal-03772923,

title = {Biological treatment of fuel wastewater generated from a thermal power plant by continuous and discontinuous aeration},

author = {Hajar Qachach and Nor-Edine Abriak and Badr El Mahrad and Salah Souabi and Mohamed Tahiri},

url = {https://hal.archives-ouvertes.fr/hal-03772923},

doi = {10.5004/dwt.2021.27120},

year  = {2021},

date = {2021-01-01},

urldate = {2021-01-01},

journal = {Desalination and Water Treatment},

volume = {222},

pages = {145-155},

publisher = {FHF},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{baz:hal-03188880,

title = {Influence of the mix composition on the thixotropy of 3D printable mortars},

author = {Bilal Baz and Sébastien Rémond and Georges Aouad},

url = {https://hal.archives-ouvertes.fr/hal-03188880},

doi = {10.1680/jmacr.20.00193},

year  = {2021},

date = {2021-01-01},

urldate = {2021-01-01},

journal = {Magazine of Concrete Research},

pages = {1-13},

publisher = {Thomas Telford},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@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}

}

@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}

}

@article{larbi:hal-04322007,

title = {Formulation of Compressed Earth Blocks Stabilized by Glass Waste Activated with NaOH Solution},

author = {Sihem Larbi and Abdelkrim Khaldi and Walid Maherzi and Nor-Edine Abriak},

url = {https://hal.science/hal-04322007},

doi = {10.3390/su14010102},

year  = {2021},

date = {2021-12-01},

urldate = {2021-12-01},

journal = {Sustainability},

volume = {14},

number = {1},

pages = {102},

publisher = {MDPI},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@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}

}

@proceedings{lemay:hal-04329511,

title = {Storage Facilities Reclamation Using Dredged Sediments from Waterways: Growing Media Formulation for Plants According to E.U ECOLABEL Framework},

author = {Marie Lemay and Yannick Mamindy-Pajany and Nor-Edine Abriak and Afef Zouch and Mohamed Ksibi},

url = {https://hal.science/hal-04329511},

doi = {10.1007/978-3-030-51210-1_101},

year  = {2021},

date = {2021-04-01},

urldate = {2021-04-01},

pages = {643-648},

publisher = {Springer International Publishing},

series = {Environmental Science and Engineering},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {proceedings}

}

@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}

}

@inproceedings{lecomte:hal-04336246,

title = {Environmental acceptability of dredged sediments in road engineering: comparative waste and product approaches},

author = {T. Lecomte and Yannick Mamindy-Pajany and Christine Lors and Nor-Edine Abriak},

url = {https://hal.science/hal-04336246},

year  = {2021},

date = {2021-06-01},

urldate = {2021-06-01},

booktitle = {International symposium on sediment management},

address = {Lille, France},

note = {ACTI},

keywords = {ER2},

pubstate = {published},

tppubtype = {inproceedings}

}

@article{zouch:hal-04326762,

title = {Storage facilities reclamation using dredged sediments from waterways: Growing media formulation for plants according to the EU Ecolabel requirements},

author = {Afef Zouch and Yannick Mamindy-Pajany and Nor-Edine Abriak and Mohamed Ksibi},

url = {https://hal.science/hal-04326762},

doi = {10.1177/0734242X211025201},

year  = {2021},

date = {2021-06-01},

urldate = {2021-06-01},

journal = {Waste Management and Research},

volume = {40},

number = {6},

pages = {822-835},

publisher = {SAGE Publications},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@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}

}

@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}

}

@article{bala:hal-04300766,

title = {Modèles prédictifs de l'affaissement du béton : Cas de granulats concassés et roulés},

author = {Mokrane Bala and Rachid Zentar and Pascal Boustingorry},

url = {https://hal.science/hal-04300766},

doi = {10.26168/ajce.37.1.42},

year  = {2021},

date = {2021-01-01},

urldate = {2021-01-01},

journal = {Academic Journal of Civil Engineering},

publisher = {Association Universitaire de Génie Civil},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{wang:hal-04300778,

title = {Rheological characterisation of kaolinite clay: experimental study},

author = {Hongwei Wang and Rachid Zentar and Dongxing Wang},

url = {https://hal.science/hal-04300778},

doi = {10.26168/ajce.37.1.40},

year  = {2021},

date = {2021-01-01},

urldate = {2021-01-01},

journal = {Academic Journal of Civil Engineering},

publisher = {Association Universitaire de Génie Civil},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{wang:hal-04300589,

title = {Valorisation of marine sediments with novel eco-friendly OPC-CSA composite binder},

author = {Hongwei Wang and Rachid Zentar},

url = {https://hal.science/hal-04300589},

doi = {10.26168/ajce.39.1.42},

year  = {2021},

date = {2021-01-01},

urldate = {2021-01-01},

journal = {Academic Journal of Civil Engineering},

publisher = {Association Universitaire de Génie Civil},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{DUCHATELCREPY2020115912,

title = {Substitution degree and fatty chain length influence on structure and properties of fatty acid cellulose esters},

author = {Lucie Duchatel-Crépy and Nicolas Joly and Patrick Martin and Adeline Marin and Jean-Francois Tahon and Jean-Marc Lefebvre and Valérie Gaucher},

url = {http://www.sciencedirect.com/science/article/pii/S0144861720300862},

doi = {https://doi.org/10.1016/j.carbpol.2020.115912},

issn = {0144-8617},

year  = {2020},

date = {2020-01-01},

journal = {Carbohydrate Polymers},

volume = {234},

pages = {115912},

abstract = {A series of fatty acid cellulose esters (FACEs) with both various degrees of substitution (from DS = 1.7 to 3) and side chain length were obtained by grafting aliphatic acid chlorides (from C10 to C16) onto cellulose backbone, in a homogeneous LiCl/DMAc medium. These materials were characterized by Fourier Transformed InfraRed (FTIR) and Nuclear Magnetic Resonance of Proton (1H NMR) spectroscopies, as well as Wide Angle X-ray Scattering (WAXS), Differential Scanning Calorimetry (DSC), mechanical analyses and chemical resistance to concentrated acid and alkali solutions. Whatever the alkyl chains length and the DS, all samples displayed a layered structure composed of a planar arrangement of parallel cellulosic backbones with fully extended flexible side chains oriented perpendicular to the planar structure without interdigitation. The alkyl chains were able to crystallize as soon as they are long enough. As the DS decreased, the plasticizing effect of the alkyl chains was less pronounced and their ability to crystallize was improved. Regarding the mechanical behavior and the chemical resistance, similar results were observed whatever the DS is.},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@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}

}

@article{pop00001,

title = {Effects of organic matter on mechanical properties of dredged sediments for beneficial use in road construction},

author = {Fawzi Hamouche and Rachid Zentar},

url = {https://iahr.tandfonline.com/doi/abs/10.1080/09593330.2018.1497711},

doi = {10.1080/09593330.2018.1497711},

year  = {2020},

date = {2020-01-01},

journal = {Environmental technology},

publisher = {iahr.tandfonline.com},

abstract = {In France, the road construction sector is the greatest consumer of granular materials, with a yearly consumption of about 200 million tons. With the shortage of standard materials, the valorisation of dredged sediments for road construction could constitute an interesting solution. Dredged sediments generally consist of a mineral phase, an organic phase (in various forms) and a liquid phase (water). The presence of organic matter (OM) in sediments, even in small amounts, affects their engineering properties. The main objective of this study is to investigate the effects of organic matter content on the engineering properties of dredged sediments. For this purpose, a specific methodology to reconstitute samples with different amounts of organic matter contents is proposed. The evaluation of the effects of organic matter content in term of compressibility, shear strength, compaction and bearing capacity show that even for high amount of organic matter the performances of the studied samples are compatible with the use in road construction sector.},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{pop00002,

title = {Co-valorisation of Local Materials Tuffs and Dune Sands in Construction of Roads.},

author = {Mustapha Akacem and Rachid Zentar and Belkacem Mekerta and Abdelfteh Sadok and Hassan-Moulay Omar},

url = {https://link.springer.com/article/10.1007/s10706-019-01035-4},

doi = {10.1007/s10706-019-01035-4},

year  = {2020},

date = {2020-01-01},

journal = {Geotechnical and Geological Engineering},

volume = {38},

pages = {435-447},

publisher = {Springer},

abstract = {The main objective of this study is to enhance the performances of local materials in order to be used in road construction sector. To enhance the performances of this local materials, the strategy adopted is to combine the beneficial effects of mixing different materials and treatment using binders. The materials used in this study are tuffs and dune sands. Hence the present work is also a contribution to the co-valorisation of local materials in arid region of the south of Algeria. According to the results obtained, it is shown that the tuffs of the Saharan regions are suitable for the use of Saharan pavements, particularly in base layers and foundations. The incorporation of dune sand up to 20% improves the mechanical performance. The binders treatment (cement, lime and cement/lime) have induced a further improvement in bearing capacity and compressive strength as well as tensile strength. With these improvement, the materials could be used in roads with heavy and important traffic.},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@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}

}

@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}

}

@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}

}

@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}

}

@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}

}

@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}

}

@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}

}

@article{KHOURY2020117991,

title = {Homogenization process of field samples of recycled aggregates},

author = {Eliane Khoury and Bogdan Cazacliu and Alexis Cothenet and Sébastien Remond},

url = {http://www.sciencedirect.com/science/article/pii/S0950061819334440},

doi = {https://doi.org/10.1016/j.conbuildmat.2019.117991},

issn = {0950-0618},

year  = {2020},

date = {2020-01-01},

journal = {Construction and Building Materials},

volume = {243},

pages = {117991},

abstract = {The production of recycled aggregates requires thorough quality control. Sampling procedures already exist to ensure the representativeness of natural aggregates. However, given the heterogeneity of recycled aggregates, new sampling procedures have to be developed. The first step is the homogenization of the field sample which must then be reduced to lab size elementary samples. A typical homogenization process using a front-end loader was analyzed here. The tests were conducted on a field sample of 1 m3 of RA, reconstituted from crushed concrete, brick and asphalt. The field sample was mixed and the uniformity was characterized at two levels of mixing. The obtained uniformity was then compared, firstly, with the uniformity of the same field sample after homogenization using a large mixer and, secondly, with the result of the homogenization on a large sample in the laboratory. The local uniformity was obtained fast but the mixing should be prolonged to decrease the heterogeneity between different zones of the mixture. 6 loading/unloading mixing cycles with the loader appeared to be enough, even if it seemed in principle possible to increase the mixture uniformity nearly twice. In fact, one main drawback of the method was the evolution of the size and water absorption with the homogenization process. So, instead of continuing further the loader mixing with additional degradation of the mixture, it is suggested to increase the number of elementary samples to be analyzed in the laboratory.},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{Farzadnia2020114,

title = {Effect of temperature on early‐age properties of self‐consolidating concrete equivalent mortar},

author = {N Farzadnia and J Pan and K Khayat and Eric Wirquin},

url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85099124737&doi=10.21809%2frilemtechlett.2020.105&partnerID=40&md5=39d8a7e6539be7de9d8a02128045fdca},

doi = {10.21809/rilemtechlett.2020.105},

year  = {2020},

date = {2020-01-01},

journal = {RILEM Technical Letters},

volume = {5},

pages = {114-122},

abstract = {In this study, the effect of material temperature during casting on fresh properties, hydration kinetics, and early-age compressive strength of self-consolidating concrete (SCC) was evaluated. Concrete equivalent mortars (CEMs) based on SCC mixture designs with water-to-binder ratios of 0.41 and 0.45 were investigated. The SCC mixtures are targeted for infrastructure and building construction and precast applications. The CEMs were prepared at temperatures ranging from 8 to 36°C. Superplasticizer (SP) and air-entraining agent (AEA) demand were evaluated for the CEM mixtures made with different supplementary cementing material (SCM) and limestone filler types. Test results showed that the ambient temperature can significantly affect the SP and AEA demand, hydration kinetics, and compressive strength after 1 d of age. According to the ultraviolet–visible spectrophotometry (UV/Vis) test, the absorption rate of polycarboxylate-based SP decreased with temperature. In contrast, the sensitivity of polynaphthalene sulfonate-based SP to temperature was minimal. Relationships between the variations of different admixture contents, heat flux, and compressive strength with temperature were developed. For a constant slump flow and air content, the demand of the SP and AEA, heat flux, and 1-d compressive strength of CEMs increased linearly with material temperature.},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{Colman2020,

title = {Valorization of Fine Recycled Aggregates Contaminated with Gypsum Residues: Characterization and Evaluation of the Risk for Secondary Ettringite Formation},

author = {Charlotte Colman and David Bulteel and Sébastien Rémond and Zengfeng Zhao and Luc Courard},

doi = {10.3390/ma13214866},

year  = {2020},

date = {2020-10-01},

journal = {Materials},

volume = {13},

number = {21},

pages = {4866},

publisher = {MDPI AG},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{Cabrerizo2020,

title = {Chemical, mineralogical, and environmental characterization of tunnel boring muds for their valorization in road construction: a focus on molybdenum characterization},

author = {Adrien Cabrerizo and David Bulteel and Julien Waligora and Gautier Landrot and Emiliano Fonda and François Olard},

doi = {10.1007/s11356-020-09969-6},

year  = {2020},

date = {2020-08-01},

journal = {Environmental Science and Pollution Research},

volume = {27},

number = {35},

pages = {44314--44324},

publisher = {Springer Science and Business Media LLC},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{Joubert2020,

title = {3D gradient corrected SPH for fully resolved particle–fluid interactions},

author = {Johannes Christoffel Joubert and Daniel N Wilke and Nicolin Govender and Patrick Pizette and Ugur Tuzun and Nor-Edine Abriak},

doi = {10.1016/j.apm.2019.09.030},

year  = {2020},

date = {2020-02-01},

journal = {Applied Mathematical Modelling},

volume = {78},

pages = {816--840},

publisher = {Elsevier BV},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{LY2020103886,

title = {Optimization of the formulation of an original hydrogel-based bone cement using a mixture design},

author = {Océane Ly and Francine Monchau and Sébastien Rémond and Christine Lors and Alain Jouanneaux and Étienne Debarre and Denis Damidot},

url = {https://www.sciencedirect.com/science/article/pii/S1751616120304409},

doi = {https://doi.org/10.1016/j.jmbbm.2020.103886},

issn = {1751-6161},

year  = {2020},

date = {2020-01-01},

journal = {Journal of the Mechanical Behavior of Biomedical Materials},

volume = {110},

pages = {103886},

abstract = {Highly swelling polymers, i.e. superabsorbent hydrogels, are hydrophilic, three dimensional networks that can easily absorb a significant amount water, fluid or drug. They are widely used in various applications such as foods, cosmetics, and medical devices. Bone cements are used in orthopaedics as a filling biomaterial or as a grout enhancing the embedding of a prosthesis into bone and fixation is achieved by mechanical interlock with metal or bone surfaces. Recently, hydrophilic bone cements have attracted the attention for bone tissue-engineering applications. Here a bone cement containing an acrylic hydrogel (HEMA) as a liquid phase and a blend of corn starch, cellulose acetate and bioceramic filler as a solid phase is investigated by means of a mixture design which is a special topic within statistical Design of Experiments (DoE). Output variables of interest, complex shear modulus, compressive modulus and swelling rate related to rheological, mechanical and swelling properties respectively, are measured for each cement formulation. Applying the mixture design strategy enables to assess the impact of the three powder components on each variable of interest and to determine the optimal formulation in order to achieve the required properties of this HEMA-based bone cement, especially the rheology adapted to the desired clinical application, but also appropriate mechanical and swelling properties.},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{hansen:hal-04329765,

title = {Evaluation and management of sediments and porous media},

author = {Anne Hansen and Nor-Edine Abriak and Ma. Catalina Alfaro de la Torre},

url = {https://hal.science/hal-04329765},

doi = {10.1007/s11356-020-08503-y},

year  = {2020},

date = {2020-04-01},

urldate = {2020-04-01},

journal = {Environmental Science and Pollution Research},

volume = {27},

number = {14},

pages = {15931-15934},

publisher = {Springer Verlag},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{fergani:hal-04329420,

title = {FEM Simulations of Granular Matter Behaviour Under Triaxial Tests},

author = {Souhila Fergani and Khedidja Allag Ait Mokhtar and Lynda Djerbal and Patrick Pizette and Nor-Edine Abriak and Ammar Nechnech},

url = {https://hal.science/hal-04329420},

doi = {10.1007/s10706-020-01540-x},

year  = {2020},

date = {2020-09-01},

urldate = {2020-09-01},

journal = {Geotechnical and Geological Engineering},

volume = {39},

number = {2},

pages = {991-1008},

publisher = {Springer Verlag},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{franke:hal-02538638,

title = {Magnetic fingerprinting of fluvial suspended particles in the context of soil erosion: example of the Canche River watershed (Northern France)},

author = {Christine Franke and Edouard Patault and Claire Alary and Nor-Edine Abriak and France Lagroix},

url = {https://hal.science/hal-02538638},

doi = {10.1029/2019GC008836},

year  = {2020},

date = {2020-05-01},

urldate = {2020-05-01},

journal = {Geochemistry, Geophysics, Geosystems},

volume = {21},

number = {5},

pages = {e2019GC008836},

publisher = {AGU and the Geochemical Society},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{wang:hal-04300684,

title = {Apparent and complex viscosity versus the water content of clay},

author = {Hongwei Wang and Rachid Zentar and Dongxing Wang},

url = {https://hal.science/hal-04300684},

doi = {10.26168/ajce.38.1.50},

year  = {2020},

date = {2020-01-01},

urldate = {2020-01-01},

journal = {Academic Journal of Civil Engineering},

publisher = {Association Universitaire de Génie Civil},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{bala:hal-03224977,

title = {Parameter determination of the Compressible Packing Model (CPM) for concrete application},

author = {Mokrane Bala and Rachid Zentar and Pascal Boustingorry},

url = {https://hal.science/hal-03224977},

doi = {10.1016/j.powtec.2019.11.085},

year  = {2020},

date = {2020-01-01},

urldate = {2020-01-01},

journal = {Powder Technology},

volume = {367},

pages = {56-66},

publisher = {Elsevier},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{wang:hal-04300662,

title = {Organic dredged sediments treated with Portland Cement: compaction characteristics},

author = {Hongwei Wang and Rachid Zentar and Dongxing Wang},

url = {https://hal.science/hal-04300662},

doi = {10.26168/ajce.38.1.49},

year  = {2020},

date = {2020-01-01},

urldate = {2020-01-01},

journal = {Academic Journal of Civil Engineering},

publisher = {Association Universitaire de Génie Civil},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{hamouche:hal-03225025,

title = {Effects of Organic Matter on Physical Properties of Dredged Marine Sediments},

author = {Fawzi Hamouche and Rachid Zentar},

url = {https://hal.science/hal-03225025},

doi = {10.1007/s12649-018-0387-6},

year  = {2020},

date = {2020-01-01},

urldate = {2020-01-01},

journal = {Waste and Biomass Valorization},

volume = {11},

number = {1},

pages = {389-401},

publisher = {Springer},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{bala:hal-04095796,

title = {Parameter determination of the Compressible Packing Model (CPM) for concrete application},

author = {Mokrane Bala and Rachid Zentar and Pascal Boustingorry},

url = {https://hal.science/hal-04095796},

doi = {10.1016/j.powtec.2019.11.085},

year  = {2020},

date = {2020-05-01},

urldate = {2020-05-01},

journal = {Powder Technology},

volume = {367},

pages = {56-66},

publisher = {Elsevier},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{SANGO2019466,

title = {Water–soluble extracts from banana pseudo–stem as functional additives for polylactic acid: Thermal and mechanical investigations},

author = {Thomas Sango and Gregory Stoclet and Nicolas Joly and Adeline Marin and Arnaud-M Cheumani Yona and Lucie Duchatel-Crépy and Maurice Kor Ndikontar and Jean–Marc Lefebvre},

url = {http://www.sciencedirect.com/science/article/pii/S0014305718318718},

doi = {https://doi.org/10.1016/j.eurpolymj.2019.01.009},

issn = {0014-3057},

year  = {2019},

date = {2019-01-01},

journal = {European Polymer Journal},

volume = {112},

pages = {466 - 476},

abstract = {Water–Soluble Extracts (WSE) were obtained from Banana Pseudo–stems (BPS) using a simple and robust deconstruction procedure. WSE were characterized by FTIR, WAXS, TGA–DTG analysis. With the objective of developing fully bio–based polymer formulations, WSE fillers were blended to Poly Lactic Acid (PLA) using a solution blending, casting and thermocompression process. Thermal and mechanical properties were investigated by Differential Scanning Calorimetry (DSC), Dynamic Mechanical Analysis (DMA) and uniaxial tensile tests on neat–PLA (n–PLA) and PLA/WSE blends at various filler contents. Thermal DSC investigations established that WSE act as a plasticizer on PLA. This was further confirmed by DMA by the shift of the loss factor (tan δ) peak maximum towards lower temperatures. WSE also significantly impacted the thermally induced crystallization of PLA and the nucleating power of WSE was assessed by isothermal and non–isothermal studies. WSE had a detrimental effect on PLA brittleness and a slightly positive influence on its stiffness in the glassy state, whereas the drawability remained fairly acceptable when PLA–based materials where drawn at 75 °C above Tg. Moreover, WSE induced an earlier strain–hardening of the composite films as compared to neat PLA. These results underline the valorization potential of such agricultural by–products for sustainable polymer applications in the packaging industry.},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{jrm.2019.06779,

title = {Shear Strength of Unbound Crop By-Products Using the Direct Shear Box Apparatus},

author = {Morgan Chabannes and Frédéric Becquart and Nor-Edine Abriak},

url = {http://www.techscience.com/jrm/v7n9/30585},

doi = {10.32604/jrm.2019.06779},

issn = {2164-6341},

year  = {2019},

date = {2019-01-01},

journal = {Journal of Renewable Materials},

volume = {7},

number = {9},

pages = {855--863},

abstract = {The return to old building methods by mixing crop by-products with mineral binders is arousing great interest in Europe since about 25 years. The use of these bio-aggregates based materials for the design of building envelopes is a valuable opportunity to deal with increasingly demanding thermal regulations. In addition, the regulatory framework is moving towards reducing the overall car-bon footprint of new buildings. Some traditional and historic buildings are based on timber framing with earth-straw as infill material for instance. Hemp concrete is a bio-based material that can be manually tamped in timber stud walls or more recently in the form of precast blocks. Owing to their low compressive strength, bio-based concretes using a large volume fraction of plant-derived aggregates are only considered as thermal and sound insulation materials. The structural design practice of wood frame walls does not assume any mechanical contribution of hemp concrete whereas it may contribute to the racking strength of the structure. In this context, more research is needed regarding the shear behavior of crop by-products and bio-based concretes. In this case, the objective of the study was to perform direct shear tests under three levels of normal pressure on hemp shiv and rice husk as unbound crop by-products. The results showed that the friction angle of the granular skeleton based on rice husk for a given relative displacement was significantly lower than that measured on hemp shiv. This is in accordance with what had been observed on bio-based concretes cast by mixing aggregates with lime and shear strength parameters measured by means of triaxial compression.},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{Thiery2019,

title = {Le pont Charles-Marlin (Saint-Georges-Nigremont, Creuse). Historique et caractérisation préliminaire des désordres},

author = {Vincent Thiéry},

year  = {2019},

date = {2019-01-01},

journal = {Annales du Bâtiment et des Travaux Publics},

volume = {70},

number = {5-6},

pages = {7--18},

note = {ACL},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@article{Thiery2019a,

title = {À la recherche des ciments oubliés},

author = {Vincent Thiéry},

year  = {2019},

date = {2019-01-01},

journal = {Mines & Carrières},

volume = {275},

pages = {22--25},

note = {OV},

keywords = {ER2},

pubstate = {published},

tppubtype = {article}

}

@inproceedings{Thiery2019b,

title = {Microstructural investigations on an abandoned 1935 concrete bridge},

author = {Vincent Thiéry},

year  = {2019},

date = {2019-01-01},

booktitle = {16th Euroseminars on Microscopy Applied to Building Materials (EMABM)},

pages = {289--294},

note = {ACTI},

keywords = {ER2},

pubstate = {published},

tppubtype = {inproceedings}

}