2018Article de journal ER2 Auteurs : Boussatour, G; Cresson, P Y; Genestie, Benoit; Joly, N; Brun, J F; Lasri, T Measurement of the thermal conductivity of flexible biosourced polymers using the 3-omega method Dans: Polymer Testing, vol. 70, p. 503-510, 2018, (cited By 1). Liens @article{Boussatour2018503,
title = {Measurement of the thermal conductivity of flexible biosourced polymers using the 3-omega method},
author = {G Boussatour and P Y Cresson and Benoit Genestie and N Joly and J F Brun and T Lasri},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051141335&doi=10.1016%2fj.polymertesting.2018.07.026&partnerID=40&md5=6be62d8647b4f3c3c44e1b6f7d12caba},
doi = {10.1016/j.polymertesting.2018.07.026},
year = {2018},
date = {2018-01-01},
journal = {Polymer Testing},
volume = {70},
pages = {503-510},
note = {cited By 1},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2018Article de journal ER2 Auteurs : Boussatour, G; Cresson, P -Y; Genestie, Benoit; Joly, N; Lasri, T Dielectric Characterization of Polylactic Acid Substrate in the Frequency Band 0.5-67 GHz Dans: IEEE Microwave and Wireless Components Letters, vol. 28, no. 5, p. 374-376, 2018, (cited By 3). Liens @article{Boussatour2018374,
title = {Dielectric Characterization of Polylactic Acid Substrate in the Frequency Band 0.5-67 GHz},
author = {G Boussatour and P -Y Cresson and Benoit Genestie and N Joly and T Lasri},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044388896&doi=10.1109%2fLMWC.2018.2812642&partnerID=40&md5=10169ff1615c6d77d866374af6c1e15a},
doi = {10.1109/LMWC.2018.2812642},
year = {2018},
date = {2018-01-01},
journal = {IEEE Microwave and Wireless Components Letters},
volume = {28},
number = {5},
pages = {374-376},
note = {cited By 3},
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 Dans: Cement and Concrete Composites, vol. 93, p. 155-162, 2018, (ACL). Liens @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}
}
|
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 Dans: Environmental Technology (United Kingdom), vol. 39, no. 5, p. 566-580, 2018, (ACL). Liens @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 : 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 Dans: Construction and Building Materials, vol. 163, p. 21-31, 2018, (ACL). Liens @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 : Benzerzour, Mahfoud; Maherzi, Walid; Amar, Mouhamadou; Abriak, Nor-Edine; Damidot, D Formulation of mortars based on thermally treated sediments Dans: Journal of Material Cycles and Waste Management, vol. 20, no. 1, p. 592-603, 2018, (ACL). Liens @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 : Khoury, Eliane; Ambrós, Weslei; Cazacliu, Bogdan; Sampaio, Carlos-Hoffmann; Remond, Sébastien Heterogeneity of recycled concrete aggregates, an intrinsic variability Dans: Construction and Building Materials, vol. 175, p. 705 - 713, 2018, ISSN: 0950-0618, (ACL). Résumé | Liens @article{KHOURY2018705,
title = {Heterogeneity of recycled concrete aggregates, an intrinsic variability},
author = {Eliane Khoury and Weslei Ambrós and Bogdan Cazacliu and Carlos-Hoffmann Sampaio and Sébastien Remond},
url = {http://www.sciencedirect.com/science/article/pii/S0950061818309760},
doi = {https://doi.org/10.1016/j.conbuildmat.2018.04.163},
issn = {0950-0618},
year = {2018},
date = {2018-01-01},
journal = {Construction and Building Materials},
volume = {175},
pages = {705 - 713},
abstract = {Recycled concrete aggregates (RCA) are composed of two different materials: natural aggregate and attached cement paste. It is generally admitted that finer the RCA greater is the quantity of adhered cement paste. In this study it is shown that for a given granular class, very large disparities may be present in the adhered cement paste content, which could generate dispersion of the results of characterization tests of RCA. The heterogeneity of a narrow granular class of coarse RCA (6.3/10 mm) was investigated by sorting samples according to their densities using a water jig. The water jig sorting was essentially a separation by density and not by size. It was shown that the average water absorption after an immersion in water during 24 h was about 5% for a representative sample of the feed RCA, before sorting tests, while for the homogenous specimens separated by density, the water absorption ranged from 2% to 9%. The distribution of the water absorption in a sample of 120 kg of RCA was well estimated by a log-normal distribution. This intrinsic heterogeneity of RCA implies being able to have representative samples with sufficient accuracy, not only concerning the size but also the mineral composition of grains in the stockpiles of RCA. So, after discussing the results of this study, water jig appeared to be an efficient tool to separate RCA and obtain representative samples for their characterization.},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
Recycled concrete aggregates (RCA) are composed of two different materials: natural aggregate and attached cement paste. It is generally admitted that finer the RCA greater is the quantity of adhered cement paste. In this study it is shown that for a given granular class, very large disparities may be present in the adhered cement paste content, which could generate dispersion of the results of characterization tests of RCA. The heterogeneity of a narrow granular class of coarse RCA (6.3/10 mm) was investigated by sorting samples according to their densities using a water jig. The water jig sorting was essentially a separation by density and not by size. It was shown that the average water absorption after an immersion in water during 24 h was about 5% for a representative sample of the feed RCA, before sorting tests, while for the homogenous specimens separated by density, the water absorption ranged from 2% to 9%. The distribution of the water absorption in a sample of 120 kg of RCA was well estimated by a log-normal distribution. This intrinsic heterogeneity of RCA implies being able to have representative samples with sufficient accuracy, not only concerning the size but also the mineral composition of grains in the stockpiles of RCA. So, after discussing the results of this study, water jig appeared to be an efficient tool to separate RCA and obtain representative samples for their characterization. |
2018Thèse ER2 Auteurs : Khoury, Eliane Maîtrise de l’eau efficace dans les bétons de granulats recyclés IFSTTAR / IMT Lille Douai, 2018, (TH). Liens @phdthesis{Khoury2018b,
title = {Maîtrise de l’eau efficace dans les bétons de granulats recyclés},
author = {Eliane Khoury},
url = {http://www.theses.fr/2018MTLD0011},
year = {2018},
date = {2018-01-01},
school = {IFSTTAR / IMT Lille Douai},
note = {TH},
keywords = {ER2},
pubstate = {published},
tppubtype = {phdthesis}
}
|
2018Conférence ER2 Auteurs : Khoury, Eliane; Cazacliu, Bogdan; Remond, Sébastien Water migration during mixing recycled aggregate concrete RILEM, IV International Conference Progress of Recycling in the Built Environment , Lisbon, Portugal, 2018, (ACTI, ACTN, AFF, COM, INV). @conference{Khoury2018c,
title = {Water migration during mixing recycled aggregate concrete},
author = {Eliane Khoury and Bogdan Cazacliu and Sébastien Remond},
year = {2018},
date = {2018-01-01},
booktitle = {RILEM, IV International Conference Progress of Recycling in the Built Environment , Lisbon, Portugal},
note = {ACTI, ACTN, AFF, COM, INV},
keywords = {ER2},
pubstate = {published},
tppubtype = {conference}
}
|
2018Conférence ER2 Auteurs : Khoury, Eliane; Cazacliu, Bogdan; Remond, Sébastien Evolution de l’eau efficace lors du malaxage du béton de granulats recyclés 37èmes rencontres universitaires de Génie Civil de AUGC, 2018, (ACTI, ACTN, AFF, COM, INV). @conference{Khoury2018a,
title = {Evolution de l’eau efficace lors du malaxage du béton de granulats recyclés},
author = {Eliane Khoury and Bogdan Cazacliu and Sébastien Remond},
year = {2018},
date = {2018-01-01},
booktitle = {37èmes rencontres universitaires de Génie Civil de AUGC},
note = {ACTI, ACTN, AFF, COM, INV},
keywords = {ER2},
pubstate = {published},
tppubtype = {conference}
}
|
2018Conférence ER2 Auteurs : Khoury, Eliane; Cazacliu, Bogdan; Remond, Sébastien Influence d’Absorption d'Eau des GBR sur l’Eau Efficace des Bétons Recyclés 36èmes rencontres universitaires de Génie Civil de AUGC, 2018, (ACTI, ACTN, AFF, COM, INV). @conference{Khoury2017c,
title = {Influence d’Absorption d'Eau des GBR sur l’Eau Efficace des Bétons Recyclés},
author = {Eliane Khoury and Bogdan Cazacliu and Sébastien Remond},
year = {2018},
date = {2018-01-01},
booktitle = {36èmes rencontres universitaires de Génie Civil de AUGC},
note = {ACTI, ACTN, AFF, COM, INV},
keywords = {ER2},
pubstate = {published},
tppubtype = {conference}
}
|
2018Conférence ER2 Auteurs : Khoury, Eliane; Cazacliu, Bogdan; Remond, Sébastien Caractérisation de l’Hétérogénéité des Granulats de Béton Recyclés 36èmes rencontres universitaires de Génie Civil de AUGC, 2018, (ACTI, ACTN, AFF, COM, INV). @conference{Khoury2018cb,
title = {Caractérisation de l’Hétérogénéité des Granulats de Béton Recyclés},
author = {Eliane Khoury and Bogdan Cazacliu and Sébastien Remond},
year = {2018},
date = {2018-01-01},
booktitle = {36èmes rencontres universitaires de Génie Civil de AUGC},
note = {ACTI, ACTN, AFF, COM, INV},
keywords = {ER2},
pubstate = {published},
tppubtype = {conference}
}
|
2018Article de journal ER2 Auteurs : Quedou, Pritish Gupta; Wirquin, Eric; Bokhoree, Chandradeo; Jaleem, Kushal; Aubeeluck, Ridhin Study on the Replacement of Construction &Demolition Waste Materials as Fine Aggregates inthe Production of Low Strength Concrete Dans: International Journal for Research in Applied Science & Engineering Technology, vol. 6, no. V, p. 2108-2115, 2018, ISSN: 2321-9653, (ACL). Résumé @article{,
title = {Study on the Replacement of Construction &Demolition Waste Materials as Fine Aggregates inthe Production of Low Strength Concrete},
author = {Pritish Gupta Quedou and Eric Wirquin and Chandradeo Bokhoree and Kushal Jaleem and Ridhin Aubeeluck},
issn = {2321-9653},
year = {2018},
date = {2018-01-01},
journal = {International Journal for Research in Applied Science & Engineering Technology},
volume = {6},
number = {V},
pages = {2108-2115},
abstract = {The construction industry is searching for a more ecological material which can provide a good sustainability and also
have the eco-friendly label. The quest to protect the environment has enabled researches to find alternate materials which can fit
the concrete matrix to produce a concrete that can meet the demand of the construction industry. The purpose of this research is
to substitute traditional materials with construction and demolition waste by keeping the same slump value and by replacing
natural fine aggregates (NFA) with Construction and Demolition Waste (C&D) materials and investigate their properties on
fresh and hardened concrete. To determine and compare the properties, different tests were performed to evaluate the
workability, density, compressive strength, flexural strength and absorption of each concrete mix. The results demonstrated that,
construction and demolition waste materials with a define slump range decreases the compressive strength and flexural strength,
and the water absorption increases with increasing C&D content.},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
The construction industry is searching for a more ecological material which can provide a good sustainability and also
have the eco-friendly label. The quest to protect the environment has enabled researches to find alternate materials which can fit
the concrete matrix to produce a concrete that can meet the demand of the construction industry. The purpose of this research is
to substitute traditional materials with construction and demolition waste by keeping the same slump value and by replacing
natural fine aggregates (NFA) with Construction and Demolition Waste (C&D) materials and investigate their properties on
fresh and hardened concrete. To determine and compare the properties, different tests were performed to evaluate the
workability, density, compressive strength, flexural strength and absorption of each concrete mix. The results demonstrated that,
construction and demolition waste materials with a define slump range decreases the compressive strength and flexural strength,
and the water absorption increases with increasing C&D content. |
2018Conférence ER2 Auteurs : Karam, R; D., Deneele; Bulteel, David DEVELOPMENT OF A NEW ALKALI-ACTIVATED BINDER INCORPORATING DREDGED SEDIMENTS International conference on Akali Activated Materials and Geopolymers: Versatile Materials Offering High Performance and Low Emissions, Tomar, Portugal, 2018, (ACTI). @conference{Karam2018,
title = {DEVELOPMENT OF A NEW ALKALI-ACTIVATED BINDER INCORPORATING DREDGED SEDIMENTS},
author = {R Karam and Deneele D. and David Bulteel},
year = {2018},
date = {2018-05-01},
booktitle = {International conference on Akali Activated Materials and Geopolymers: Versatile Materials Offering High Performance and Low Emissions},
address = {Tomar, Portugal},
note = {ACTI},
keywords = {ER2},
pubstate = {published},
tppubtype = {conference}
}
|
2018Conférence ER2 Auteurs : Colman, C; Zhao, Z; Michel, F; Rémond, S; Bulteel, David; Courard, L Gypsum residues in recycled materials: characterization of fine recycled aggregates SLD4 - 4th international conference on Service Life Design for infrastructure, Delft, Netherlands, 2018, (ACTI). @conference{Colman2018,
title = {Gypsum residues in recycled materials: characterization of fine recycled aggregates},
author = {C Colman and Z Zhao and F Michel and S Rémond and David Bulteel and L Courard},
year = {2018},
date = {2018-01-01},
booktitle = {SLD4 - 4th international conference on Service Life Design for infrastructure},
address = {Delft, Netherlands},
note = {ACTI},
keywords = {ER2},
pubstate = {published},
tppubtype = {conference}
}
|
2018Article de journal ER2 Auteurs : Govender, Nicolin; Wilke, Daniel; Pizette, Patrick; Abriak, Nor-Edine A study of shape non-uniformity and poly-dispersity in hopper discharge of spherical and polyhedral particle systems using the Blaze-DEM GPU code Dans: Applied Mathematics and Computation, vol. 319, p. 318-336, 2018, (ACL). Liens @article{govender:hal-04320594,
title = {A study of shape non-uniformity and poly-dispersity in hopper discharge of spherical and polyhedral particle systems using the Blaze-DEM GPU code},
author = {Nicolin Govender and Daniel Wilke and Patrick Pizette and Nor-Edine Abriak},
url = {https://hal.science/hal-04320594},
doi = {10.1016/j.amc.2017.03.037},
year = {2018},
date = {2018-02-01},
urldate = {2018-02-01},
journal = {Applied Mathematics and Computation},
volume = {319},
pages = {318-336},
publisher = {Elsevier},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2018Proceedings Article ER2 Auteurs : Bala, Mokrane; Zentar, R.; Boustingorry, Pascal Etude d'impact de la forme des granulats sur les paramètres du modèle d'empilement compressible Dans: 36èmes Rencontres Universitaires de Génie Civil de l'AUGC, Saint-Etienne, France, 2018, (ACTI). Liens @inproceedings{bala:hal-02075087,
title = {Etude d'impact de la forme des granulats sur les paramètres du modèle d'empilement compressible},
author = {Mokrane Bala and R. Zentar and Pascal Boustingorry},
url = {https://hal.science/hal-02075087},
year = {2018},
date = {2018-06-01},
urldate = {2018-06-01},
booktitle = {36èmes Rencontres Universitaires de Génie Civil de l'AUGC},
address = {Saint-Etienne, France},
note = {ACTI},
keywords = {ER2},
pubstate = {published},
tppubtype = {inproceedings}
}
|
2017Article de journal ER2 Auteurs : Wang, D; Abriak, Nor-Edine; Zentar, Rachid Dredged marine sediments used as novel supply of filling materials for road construction Dans: Marine Georesources & …, vol. 35, no. 4, p. 472-480, 2017, (ACL). Liens @article{Wang2017,
title = {Dredged marine sediments used as novel supply of filling materials for road construction},
author = {D Wang and Nor-Edine Abriak and Rachid Zentar},
url = {https://www.tandfonline.com/doi/abs/10.1080/1064119X.2016.1198945},
doi = {https://doi.org/10.1080/1064119X.2016.1198945},
year = {2017},
date = {2017-01-01},
journal = {Marine Georesources & …},
volume = {35},
number = {4},
pages = {472-480},
publisher = {Taylor & Francis},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2017Article de journal ER2 Auteurs : Djafari, D; Semcha, A; Zentar, Rachid; ..., Characterization and valorization of sludge of wastewater treatment plant (wwtps) into cement industry Dans: Journal of Materials …, vol. 8, no. 4, p. 1350-1358, 2017, (ACL). Liens @article{Djafari2017,
title = {Characterization and valorization of sludge of wastewater treatment plant (wwtps) into cement industry},
author = {D Djafari and A Semcha and Rachid Zentar and ...},
url = {http://www.jmaterenvironsci.com/Document/vol8/vol8_N4/143-JMES-3161-Djafari.pdf},
year = {2017},
date = {2017-01-01},
journal = {Journal of Materials …},
volume = {8},
number = {4},
pages = {1350-1358},
publisher = {jmaterenvironsci.com},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2017Article de journal ER2 Auteurs : Alhaik, Ghaith; Ferreira, Michel; Dubois, Vincent; Wirquin, Eric; Tilloy, Sébastien; Monflier, Eric; Aouad, Georges Enhance the rheological and mechanical properties of clayey materials by adding starches Dans: Construction and Building Materials, vol. 139, p. 602 - 610, 2017, ISSN: 0950-0618. Résumé | Liens @article{ALHAIK2017602,
title = {Enhance the rheological and mechanical properties of clayey materials by adding starches},
author = {Ghaith Alhaik and Michel Ferreira and Vincent Dubois and Eric Wirquin and Sébastien Tilloy and Eric Monflier and Georges Aouad},
url = {http://www.sciencedirect.com/science/article/pii/S0950061816318992},
doi = {https://doi.org/10.1016/j.conbuildmat.2016.11.130},
issn = {0950-0618},
year = {2017},
date = {2017-01-01},
journal = {Construction and Building Materials},
volume = {139},
pages = {602 - 610},
abstract = {This research work highlights the rheological and mechanical behavior of clayey/starch mixes. Several native and derivate starches have been studied in association with two types of clayey materials : quarry fines and kaolinite. The mixes were manufactured with a constant starch/clayey material ratio of 1%. The optimal water content has been determinate by the flow test. The rheological and mechanical tests have shown a significant effect of starch on the properties of mixes. In the rheological part, most starches have induced an increase up to four times the thixotropic index for quarry fines, while a decrease of this parameter has been observed with the kaolinite. From a mechanical point of view, all starches increase mechanical strengths whatever the clayey material.},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
This research work highlights the rheological and mechanical behavior of clayey/starch mixes. Several native and derivate starches have been studied in association with two types of clayey materials : quarry fines and kaolinite. The mixes were manufactured with a constant starch/clayey material ratio of 1%. The optimal water content has been determinate by the flow test. The rheological and mechanical tests have shown a significant effect of starch on the properties of mixes. In the rheological part, most starches have induced an increase up to four times the thixotropic index for quarry fines, while a decrease of this parameter has been observed with the kaolinite. From a mechanical point of view, all starches increase mechanical strengths whatever the clayey material. |
2017Article de journal ER2 Auteurs : Chabannes, Morgan; Becquart, Frédéric; Garcia-Diaz, Eric; Abriak, Nor-Edine; Laurent, Clerc Experimental investigation of the shear behaviour of hemp and rice husk-based concretes using triaxial compression Dans: Construction and Building Materials, vol. 143, p. 621 - 632, 2017, ISSN: 0950-0618, (ACL). Résumé | Liens @article{CHABANNES2017621,
title = {Experimental investigation of the shear behaviour of hemp and rice husk-based concretes using triaxial compression},
author = {Morgan Chabannes and Frédéric Becquart and Eric Garcia-Diaz and Nor-Edine Abriak and Clerc Laurent},
url = {http://www.sciencedirect.com/science/article/pii/S0950061817305378},
doi = {https://doi.org/10.1016/j.conbuildmat.2017.03.148},
issn = {0950-0618},
year = {2017},
date = {2017-01-01},
journal = {Construction and Building Materials},
volume = {143},
pages = {621 - 632},
abstract = {Lime and hemp concretes are used as infill materials manually tamped in timber stud walls or more recently in the form of precast blocks. In either case, the structural design practice of wood frame construction associated with hemp concrete does not assume any contribution of the plant-based concrete whereas it may contribute towards the racking strength of the wall. This work is intended to evaluate the shear behaviour of two different bio-based concretes by means of triaxial compression. Hemp shives and whole rice husks were mixed with a lime-based binder according to the same mix proportioning and mixes were vibro-compacted in cylindrical forms. Then, samples were cured at 23°C – 65%RH before being tested under unconfined and triaxial compression. The triaxial shear test was performed after 60days of curing on unsaturated specimens under drained conditions at air pressure and for increasing effective confining pressure (from 25 to 150kPa). It was possible to estimate the shear strength parameters (peak friction angle and cohesion) of the two plant-based concretes. Comparing results, it appears a consistent value of cohesion but a different friction angle related to the binder and the aggregate contributions respectively. This leads to a first analysis of the relationship between the composition of the concrete (plant aggregates cemented with a binder) and its shear strength. Furthermore, the ductility of plant-based concretes is markedly enhanced as the mean effective pressure increases. Finally, the shear strength of plant-based concretes should be considered as part of the design practice of building envelopes.},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
Lime and hemp concretes are used as infill materials manually tamped in timber stud walls or more recently in the form of precast blocks. In either case, the structural design practice of wood frame construction associated with hemp concrete does not assume any contribution of the plant-based concrete whereas it may contribute towards the racking strength of the wall. This work is intended to evaluate the shear behaviour of two different bio-based concretes by means of triaxial compression. Hemp shives and whole rice husks were mixed with a lime-based binder according to the same mix proportioning and mixes were vibro-compacted in cylindrical forms. Then, samples were cured at 23°C – 65%RH before being tested under unconfined and triaxial compression. The triaxial shear test was performed after 60days of curing on unsaturated specimens under drained conditions at air pressure and for increasing effective confining pressure (from 25 to 150kPa). It was possible to estimate the shear strength parameters (peak friction angle and cohesion) of the two plant-based concretes. Comparing results, it appears a consistent value of cohesion but a different friction angle related to the binder and the aggregate contributions respectively. This leads to a first analysis of the relationship between the composition of the concrete (plant aggregates cemented with a binder) and its shear strength. Furthermore, the ductility of plant-based concretes is markedly enhanced as the mean effective pressure increases. Finally, the shear strength of plant-based concretes should be considered as part of the design practice of building envelopes. |
2017Article de journal ER2 Auteurs : Vanmarcke, Audrey; Leroy, Lise; Stoclet, Gregory; Duchatel-Crépy, Lucie; Lefebvre, Jean-Marc; Joly, Nicolas; Gaucher, Valérie Influence of fatty chain length and starch composition on structure and properties of fully substituted fatty acid starch esters Dans: Carbohydrate Polymers, vol. 164, p. 249 - 257, 2017, ISSN: 0144-8617, (ACL). Résumé | Liens @article{VANMARCKE2017249,
title = {Influence of fatty chain length and starch composition on structure and properties of fully substituted fatty acid starch esters},
author = {Audrey Vanmarcke and Lise Leroy and Gregory Stoclet and Lucie Duchatel-Crépy and Jean-Marc Lefebvre and Nicolas Joly and Valérie Gaucher},
url = {http://www.sciencedirect.com/science/article/pii/S0144861717301339},
doi = {https://doi.org/10.1016/j.carbpol.2017.02.013},
issn = {0144-8617},
year = {2017},
date = {2017-01-01},
journal = {Carbohydrate Polymers},
volume = {164},
pages = {249 - 257},
abstract = {A series of almost fully substituted Fatty Acid Starch Esters (FASEs) has been obtained in a homogeneous LiCl/DMAc medium by grafting octanoyl (C8), lauroyl (C12) and palmitoyl (C16) chlorides onto 3 starch species: Amylo-Maize, Potato and Waxy Maize. Structure-property relationships of FASEs are investigated as a function of both fatty acid chain length and amylose/amylopectin ratio of the starch. The structural study has revealed a layered type organization in which starch chain planes are separated by fatty chains. The latter are interpenetrated and/or tilted for FASE-C16 whatever the origin of the starch is, and fatty chains partially crystallizes into a structure with hexagonal symmetry. FASEs with C8 and C12 side chains are totally amorphous. The mechanical behavior of FASEs is shown to depend on both side chain length and amylose/amylopectin ratio, and an increase in material ductility is observed at increasing amylose content for C8 and C12 side chains.},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
A series of almost fully substituted Fatty Acid Starch Esters (FASEs) has been obtained in a homogeneous LiCl/DMAc medium by grafting octanoyl (C8), lauroyl (C12) and palmitoyl (C16) chlorides onto 3 starch species: Amylo-Maize, Potato and Waxy Maize. Structure-property relationships of FASEs are investigated as a function of both fatty acid chain length and amylose/amylopectin ratio of the starch. The structural study has revealed a layered type organization in which starch chain planes are separated by fatty chains. The latter are interpenetrated and/or tilted for FASE-C16 whatever the origin of the starch is, and fatty chains partially crystallizes into a structure with hexagonal symmetry. FASEs with C8 and C12 side chains are totally amorphous. The mechanical behavior of FASEs is shown to depend on both side chain length and amylose/amylopectin ratio, and an increase in material ductility is observed at increasing amylose content for C8 and C12 side chains. |
2017Article de journal ER2 Auteurs : Pana, Ana-Maria; Popa, Marcel; Silion, Mihaela; Sfirloaga, Paula; Bandur, Geza; Duchatel-Crépy, Lucie Novel semi-interpenetrating network hydrogels based on monosaccharide oligomers with itaconic moiety: synthesis and properties Dans: Iranian Polymer Journal, vol. 26, no. 10, p. 1 - 9, 2017, (ACL). Résumé | Liens @article{PANA20171,
title = {Novel semi-interpenetrating network hydrogels based on monosaccharide oligomers with itaconic moiety: synthesis and properties},
author = {Ana-Maria Pana and Marcel Popa and Mihaela Silion and Paula Sfirloaga and Geza Bandur and Lucie Duchatel-Crépy},
doi = {DOI: 10.1007/s13726-017-0559-4},
year = {2017},
date = {2017-01-01},
journal = {Iranian Polymer Journal},
volume = {26},
number = {10},
pages = {1 - 9},
abstract = {Hydrogel-based drug delivery systems encounter great scientific attention nowadays. Semi-interpenetrating network systems with hydrogel features have been studied as potential drug carriers due to their water intake capacity, biocompatibility and biodegradability. One of the most important features of drug delivery systems is biocompatibility and as such materials derived from natural resources seem to be more appropriate to act as excipients. In this respect, two new semi-interpenetrating networks (semi-IPNs) with hydrogel features based on chitosan, two novel oligomers derived from monosaccharides and 2-hydroxyethylmethacrylate (HEMA) have been synthesized and characterized using FTIR, thermogravimetry, SEM/EDX and swelling behavior. The new sugar-derived oligomers (GI and MI) with double bonds available for further polymerization were obtained by polycondensation of 1,3-propanediol with dicarboxylic acids derived from glucose/mannose skeleton with itaconic anhydride moieties. GI and MI oligomers were characterized by FTIR, NMR spectroscopy and ESI–MS spectrometry, which showed molecular weights of about 7000 Da and linear polymerization chain structure. The new semi-IPNs show good thermal behavior and these hydrogels display a swelling tendency by loading significantly more water in an acid environment than in a neutral solution. Moreover, these superabsorbent hydrogels are able to load significant amount of hydrosoluble active principle (herein the antibiotic levofloxacin) and their releasing profile is marked by an important “burst effect”.},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
Hydrogel-based drug delivery systems encounter great scientific attention nowadays. Semi-interpenetrating network systems with hydrogel features have been studied as potential drug carriers due to their water intake capacity, biocompatibility and biodegradability. One of the most important features of drug delivery systems is biocompatibility and as such materials derived from natural resources seem to be more appropriate to act as excipients. In this respect, two new semi-interpenetrating networks (semi-IPNs) with hydrogel features based on chitosan, two novel oligomers derived from monosaccharides and 2-hydroxyethylmethacrylate (HEMA) have been synthesized and characterized using FTIR, thermogravimetry, SEM/EDX and swelling behavior. The new sugar-derived oligomers (GI and MI) with double bonds available for further polymerization were obtained by polycondensation of 1,3-propanediol with dicarboxylic acids derived from glucose/mannose skeleton with itaconic anhydride moieties. GI and MI oligomers were characterized by FTIR, NMR spectroscopy and ESI–MS spectrometry, which showed molecular weights of about 7000 Da and linear polymerization chain structure. The new semi-IPNs show good thermal behavior and these hydrogels display a swelling tendency by loading significantly more water in an acid environment than in a neutral solution. Moreover, these superabsorbent hydrogels are able to load significant amount of hydrosoluble active principle (herein the antibiotic levofloxacin) and their releasing profile is marked by an important “burst effect”. |
2017Proceedings Article ER2 Auteurs : Thiéry, Vincent; Link, G; Katayama, T; Ando, Y; Bouichou, M; Marie-Victoire, E Preliminary study of 19th century mortars from railway engineering structures abandoned since 1950 Dans: Euroseminars on Microscopy Applied to Building Materials (EMABM), 2017. @inproceedings{Thiery2017a,
title = {Preliminary study of 19th century mortars from railway engineering structures abandoned since 1950},
author = {Vincent Thiéry and G Link and T Katayama and Y Ando and M Bouichou and E Marie-Victoire},
year = {2017},
date = {2017-01-01},
booktitle = {Euroseminars on Microscopy Applied to Building Materials (EMABM)},
keywords = {ER2},
pubstate = {published},
tppubtype = {inproceedings}
}
|
2017Article de journal ER2 Auteurs : Thiéry, Vincent; Trincal, V; Davy, C The elusive ettringite under the high-vacuum SEM - a reflection based on natural samples, the use of Monte-Carlo modeling of EDS analyses, and an extension to the ettringite group minerals Dans: Journal of Microscopy, vol. 268, p. 84–93, 2017. @article{Thiery2017,
title = {The elusive ettringite under the high-vacuum SEM - a reflection based on natural samples, the use of Monte-Carlo modeling of EDS analyses, and an extension to the ettringite group minerals},
author = {Vincent Thiéry and V Trincal and C Davy},
year = {2017},
date = {2017-01-01},
journal = {Journal of Microscopy},
volume = {268},
pages = {84--93},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2017Article de journal ER2 Auteurs : Chafei, Sawsen; Gomina, Moussa; Khadraoui, Fouzia; Boutouil, Mohamed Dependence of the properties of cementitious composites on the nature of the hydraulic binder coating the reinforcing flax fibers Dans: IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE), 2017, ISSN: 2278-1684,p-ISSN: 2320-334X, (ACL). Résumé | Liens @article{CHAF2017S,
title = {Dependence of the properties of cementitious composites on the nature of the hydraulic binder coating the reinforcing flax fibers},
author = {Sawsen Chafei and Moussa Gomina and Fouzia Khadraoui and Mohamed Boutouil},
doi = {10.9790/1684-1406012733},
issn = {2278-1684,p-ISSN: 2320-334X},
year = {2017},
date = {2017-01-01},
journal = {IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE)},
abstract = {This work aims to improve the formulation of short flax fiber-reinforced mortar through coating the raw fibers with hydraulic binders like cement or lime, or cleaning them in boiling water prior to the coating. These treatments are chosen for their ability to reduce the water intake by the fibers and to minimize the migration of their extractible compounds toward the cement matrix. Formulations incorporating raw or treated fibers were characterized in the fresh state. The results showed a drastic reduction of water intake, which correlates with an improvement of the properties of the fiber-mortar mixtures in the fresh state, particularly in terms of the heat of hydration, initial setting time and consistency. Mechanical behavior of the different formulations is also evaluated by flexural tests.},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
This work aims to improve the formulation of short flax fiber-reinforced mortar through coating the raw fibers with hydraulic binders like cement or lime, or cleaning them in boiling water prior to the coating. These treatments are chosen for their ability to reduce the water intake by the fibers and to minimize the migration of their extractible compounds toward the cement matrix. Formulations incorporating raw or treated fibers were characterized in the fresh state. The results showed a drastic reduction of water intake, which correlates with an improvement of the properties of the fiber-mortar mixtures in the fresh state, particularly in terms of the heat of hydration, initial setting time and consistency. Mechanical behavior of the different formulations is also evaluated by flexural tests. |
2017Thèse ER2 Auteurs : Amar, Mouhamadou Traitement des sédiments de dragage pour une valorisation dans les matrices cimentaires Lille 1, 2017, (TH). Résumé @phdthesis{amar2017traitement,
title = {Traitement des sédiments de dragage pour une valorisation dans les matrices cimentaires},
author = {Mouhamadou Amar},
year = {2017},
date = {2017-01-01},
school = {Lille 1},
abstract = {In France, construction sector annual needings for granular materials are close to 400 million tons, of which 96% are natural origin. Therefore it becomes highly necessary to find alternatives solutions, particularly in the valorisation of industrial by-products (IBP)
such as dredging sediments. Marine sediments are designated as a secondary raw material in this study. However, the latter may present varying levels of pollution, with the presence of organic matter (5% to 30%), relatively high water content (50% to 200%) and a fairly fine granulometry (6 300μm). Currently, research target to use them as a supplementary
mineral addition in concrete after efficient methods of treatment that improve some physico-chemical properties. The aim of this this study is to establish a profitable methodology for the use of sediments in cementitious matrix. In this report, we present first a bibliographical review on this subject. At the experimental level, a physico-chemical characterization was carried out, determining the major parameters to be considered, the effects of the treatment on material properties, the likely impact of the presence of
sediments in the cementitious matrix, and an experimental methodology to quantify these various effects. The cementitious materials formulated will be analysed and characterized at four scales : physico-chemical, mechanical, durability and the environmental impact. The analysis of the mechanical results makes possible to assess the activity of this material
and to implement adapted formulation laws.},
note = {TH},
keywords = {ER2},
pubstate = {published},
tppubtype = {phdthesis}
}
In France, construction sector annual needings for granular materials are close to 400 million tons, of which 96% are natural origin. Therefore it becomes highly necessary to find alternatives solutions, particularly in the valorisation of industrial by-products (IBP)
such as dredging sediments. Marine sediments are designated as a secondary raw material in this study. However, the latter may present varying levels of pollution, with the presence of organic matter (5% to 30%), relatively high water content (50% to 200%) and a fairly fine granulometry (6 300μm). Currently, research target to use them as a supplementary
mineral addition in concrete after efficient methods of treatment that improve some physico-chemical properties. The aim of this this study is to establish a profitable methodology for the use of sediments in cementitious matrix. In this report, we present first a bibliographical review on this subject. At the experimental level, a physico-chemical characterization was carried out, determining the major parameters to be considered, the effects of the treatment on material properties, the likely impact of the presence of
sediments in the cementitious matrix, and an experimental methodology to quantify these various effects. The cementitious materials formulated will be analysed and characterized at four scales : physico-chemical, mechanical, durability and the environmental impact. The analysis of the mechanical results makes possible to assess the activity of this material
and to implement adapted formulation laws. |
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 Dans: Construction and Building Materials, vol. 140, p. 432 - 444, 2017, ISSN: 0950-0618, (ACL). Résumé | Liens @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 Dans: Powder Technology, vol. 320, p. 748 - 764, 2017, ISSN: 0032-5910, (ACL). Résumé | Liens @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. |
2017Conférence ER2 Auteurs : Boussatour, G; Cresson, P -Y; Genestie, Benoit; Joly, N; Lasri, T Characterization of biodegradable and biosourced polylactic acid (PLA) substrate in a wide frequency range (0,5-26 GHz) vol. 2018-January, 2017, (cited By 4). Liens @conference{Boussatour20181,
title = {Characterization of biodegradable and biosourced polylactic acid (PLA) substrate in a wide frequency range (0,5-26 GHz)},
author = {G Boussatour and P -Y Cresson and Benoit Genestie and N Joly and T Lasri},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045876436&doi=10.1109%2fIMWS-AMP.2017.8247428&partnerID=40&md5=7ca354efa7f239e126719a16c636f4b9},
doi = {10.1109/IMWS-AMP.2017.8247428},
year = {2017},
date = {2017-09-20},
urldate = {2018-01-01},
journal = {2017 IEEE MTT-S International Microwave Workshop Series on Advanced Materials and Processes for RF and THz Applications, IMWS-AMP 2017},
volume = {2018-January},
pages = {1-3},
note = {cited By 4},
keywords = {ER2},
pubstate = {published},
tppubtype = {conference}
}
|
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 Dans: Journal of Material Cycles and Waste Management, vol. 19, no. 4, p. 1405-1414, 2017, (ACL). Liens @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 Dans: Waste Management, vol. 65, p. 37-46, 2017, (ACL). Liens @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}
}
|
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 Dans: Waste and Biomass Valorization, vol. 8, no. 3, p. 585-597, 2017, (ACL). Liens @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 : 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 Dans: Construction and Building Materials, vol. 131, p. 214-228, 2017, (ACL). Liens @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 : Khoury, Eliane; Cazacliu, Bogdan; Remond, Sebastien Impact of the initial moisture level and pre-wetting history of recycled concrete aggregates on their water absorption Dans: Materials and Structures, vol. 50, no. 5, 2017, (ACL). Liens @article{Khoury2017,
title = {Impact of the initial moisture level and pre-wetting history of recycled concrete aggregates on their water absorption},
author = {Eliane Khoury and Bogdan Cazacliu and Sebastien Remond},
doi = {10.1617/s11527-017-1093-8},
year = {2017},
date = {2017-10-01},
journal = {Materials and Structures},
volume = {50},
number = {5},
publisher = {Springer Science and Business Media LLC},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2017Conférence ER2 Auteurs : Khoury, Eliane; Cazacliu, Bogdan; Remond, Sébastien Differences between Laboratory and In-Situ Conditions Leading to Bad Estimation of the Water Absorption Capacity of Recycled Concrete Aggregates HISER, International Conference, Delft, Netherlands, 2017, (ACTI, ACTN, AFF, COM, INV). @conference{Khoury2017a,
title = {Differences between Laboratory and In-Situ Conditions Leading to Bad Estimation of the Water Absorption Capacity of Recycled Concrete Aggregates},
author = {Eliane Khoury and Bogdan Cazacliu and Sébastien Remond},
year = {2017},
date = {2017-01-01},
booktitle = {HISER, International Conference, Delft, Netherlands},
note = {ACTI, ACTN, AFF, COM, INV},
keywords = {ER2},
pubstate = {published},
tppubtype = {conference}
}
|
2017Conférence ER2 Auteurs : Khoury, Eliane; Cazacliu, Bogdan; Remond, Sébastien Caractérisation de l'hétérogénéité des granulats recyclés, une variabilité intrinsèque conférence internationale francophone NoMad , nouveaux matériaux et durabilité, 2017, (ACTI, ACTN, AFF, COM, INV). @conference{Khoury2017b,
title = {Caractérisation de l'hétérogénéité des granulats recyclés, une variabilité intrinsèque},
author = {Eliane Khoury and Bogdan Cazacliu and Sébastien Remond},
year = {2017},
date = {2017-01-01},
booktitle = {conférence internationale francophone NoMad , nouveaux matériaux et durabilité},
note = {ACTI, ACTN, AFF, COM, INV},
keywords = {ER2},
pubstate = {published},
tppubtype = {conference}
}
|
2017Conférence ER2 Auteurs : Khoury, Eliane; Cazacliu, Bogdan; Remond, Sébastien Capacité d’Absorption d’Eau (WA) des Gravillons de Béton Recyclés (GBR) 2ème Colloque RECYBETON « le recyclage du béton en béton, tout à fait naturellement », 2017, (ACTI, ACTN, AFF, COM, INV). @conference{Khoury2017d,
title = {Capacité d’Absorption d’Eau (WA) des Gravillons de Béton Recyclés (GBR)},
author = {Eliane Khoury and Bogdan Cazacliu and Sébastien Remond},
year = {2017},
date = {2017-01-01},
booktitle = {2ème Colloque RECYBETON « le recyclage du béton en béton, tout à fait naturellement »},
note = {ACTI, ACTN, AFF, COM, INV},
keywords = {ER2},
pubstate = {published},
tppubtype = {conference}
}
|
2017Rapport technique ER2 Auteurs : Cothenet, Alexis; Khoury, Eliane; Artoni, Riccardo; Cazacliu, Bogdan Echantillonnage des Granulats Recyclés IFSTTAR - PN Recybéton 2017. @techreport{Cothenet2017,
title = {Echantillonnage des Granulats Recyclés},
author = {Alexis Cothenet and Eliane Khoury and Riccardo Artoni and Bogdan Cazacliu},
year = {2017},
date = {2017-01-01},
institution = {IFSTTAR - PN Recybéton},
keywords = {ER2},
pubstate = {published},
tppubtype = {techreport}
}
|
2016Patent ER2 Auteurs : Chartier, Thierry; Carpentier, Olivier Fluxmètre thermique 2016, (VAL). Résumé | Liens @patent{cha2016a,
title = {Fluxmètre thermique},
author = {Thierry Chartier and Olivier Carpentier},
url = {https://worldwide.espacenet.com/patent/search/family/055650584/publication/FR3048081A1?q=ap%3DFR1651535A},
year = {2016},
date = {2016-01-01},
urldate = {2016-01-01},
institution = {Université d'Artois},
abstract = {FR1651535A·2016-02-24
FR3048081A1; WO2017144545A1},
note = {VAL},
keywords = {ER2},
pubstate = {published},
tppubtype = {patent}
}
FR1651535A·2016-02-24
FR3048081A1; WO2017144545A1 |
2016Article de journal ER2 Auteurs : Dubois, Vincent; Wirquin, Eric; Flament, Cédric; Sloma, Philippe Fresh and hardened state properties of hemp concrete made up of a large proportion of quarry fines for the production of blocks Dans: Construction and Building Materials, vol. 102, Part 1, p. 84 - 93, 2016, ISSN: 0950-0618, (ACL). Liens @article{Dubois201684,
title = {Fresh and hardened state properties of hemp concrete made up of a large proportion of quarry fines for the production of blocks},
author = {Vincent Dubois and Eric Wirquin and Cédric Flament and Philippe Sloma},
url = {http://www.sciencedirect.com/science/article/pii/S0950061815306176},
doi = {http://dx.doi.org/10.1016/j.conbuildmat.2015.10.196},
issn = {0950-0618},
year = {2016},
date = {2016-01-01},
journal = {Construction and Building Materials},
volume = {102, Part 1},
pages = {84 - 93},
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 ER2 Auteurs : Petit, Jean-Yves; Comelli, Benjamin; Perrin, Renaud; Wirquin, Eric Effect of formulation parameters on adhesive properties of ANSI 118-15 and A118-11 compliant tile adhesive mortars Dans: International Journal of Adhesion & Adhesives, vol. 66, p. 73-80, 2016, (ACL). @article{pet2016a,
title = {Effect of formulation parameters on adhesive properties of ANSI 118-15 and A118-11 compliant tile adhesive mortars},
author = {Jean-Yves Petit and Benjamin Comelli and Renaud Perrin and Eric Wirquin},
year = {2016},
date = {2016-01-01},
journal = {International Journal of Adhesion & Adhesives},
volume = {66},
pages = {73-80},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2016Article de journal ER2 Auteurs : Belles, Angel; Mamindy-Pajany, Yannick; Alary, Claire Simulation of aromatic polycyclic hydrocarbons remobilization from a river sediment using laboratory experiments supported by passive sampling techniques Dans: Environmental Science and Pollution Research, vol. 23, no. 3, p. 2426-2436, 2016, (ACL). Résumé @article{Bell2015a,
title = {Simulation of aromatic polycyclic hydrocarbons remobilization from a river sediment using laboratory experiments supported by passive sampling techniques},
author = {Angel Belles and Yannick Mamindy-Pajany and Claire Alary},
year = {2016},
date = {2016-01-01},
journal = {Environmental Science and Pollution Research},
volume = {23},
number = {3},
pages = {2426-2436},
abstract = {Resuspension of bedded sediments was simulated under laboratory-controlled conditions in order to assess the amount of polycyclic aromatic hydrocarbons (PAH) remobilized in the dissolved fraction during one short and vigorous mixing. The desorbed amount of PAH was compared to the exchangeable fraction, the total amount of PAH sorbed on the sediment particles, and the dissolved PAH amount contained in the interstitial pore waters in order to evaluate the contribution of each fraction to the total amount of PAH released. To monitor the desorption of PAH and measure low trace level concentrations, passive samplers were used in an experimental open flow through exposure simulator. Results show that for the selected sediment, a substantial fraction of sorbed PAH (69 % of the total amount) is not available for remobilization in a depleted medium. Obtained data pinpoint that over 9 days, only 0.007 % of PAH are desorbed by passive diffusion through a water-sediment interface area of 415 cm2 and that an intense resuspension event of 15 min induces desorption of 0.015 % of PAH during the following 9 days. Results also highlight that during resuspension simulation, modifications of the sediment and the water body occurred since partitioning constants of some pollutants between sediment and water have significantly decreased.},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
Resuspension of bedded sediments was simulated under laboratory-controlled conditions in order to assess the amount of polycyclic aromatic hydrocarbons (PAH) remobilized in the dissolved fraction during one short and vigorous mixing. The desorbed amount of PAH was compared to the exchangeable fraction, the total amount of PAH sorbed on the sediment particles, and the dissolved PAH amount contained in the interstitial pore waters in order to evaluate the contribution of each fraction to the total amount of PAH released. To monitor the desorption of PAH and measure low trace level concentrations, passive samplers were used in an experimental open flow through exposure simulator. Results show that for the selected sediment, a substantial fraction of sorbed PAH (69 % of the total amount) is not available for remobilization in a depleted medium. Obtained data pinpoint that over 9 days, only 0.007 % of PAH are desorbed by passive diffusion through a water-sediment interface area of 415 cm2 and that an intense resuspension event of 15 min induces desorption of 0.015 % of PAH during the following 9 days. Results also highlight that during resuspension simulation, modifications of the sediment and the water body occurred since partitioning constants of some pollutants between sediment and water have significantly decreased. |
2016Article de journal ER2 Auteurs : El-Cheikh, Khadija; Rémond, Sébastien; Pizette, Patrick; Vanhove, Yannick; Djelal-Dantec, Chafika Discrete Element study of granular material Bumpy wall interface behavior Dans: Physica A: Statistical Mechanics and its Applications, vol. 457, p. 526 - 539, 2016, ISSN: 0378-4371, (ACL). Liens @article{Elch2016a,
title = {Discrete Element study of granular material Bumpy wall interface behavior},
author = {Khadija El-Cheikh and Sébastien Rémond and Patrick Pizette and Yannick Vanhove and Chafika Djelal-Dantec},
url = {http://www.sciencedirect.com/science/article/pii/S0378437116300516},
doi = {http://dx.doi.org/10.1016/j.physa.2016.03.053},
issn = {0378-4371},
year = {2016},
date = {2016-01-01},
journal = {Physica A: Statistical Mechanics and its Applications},
volume = {457},
pages = {526 - 539},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2016Article de journal ER2 Auteurs : Le, Thang; Rémond, Sébastien; Saout, Gwenn Le; Garcia-Diaz, Eric Fresh behavior of mortar based on recycled sand Influence of moisture condition Dans: Construction and Building Materials, vol. 106, p. 35 - 42, 2016, ISSN: 0950-0618, (ACL). Liens @article{Le2016a,
title = {Fresh behavior of mortar based on recycled sand Influence of moisture condition},
author = {Thang Le and Sébastien Rémond and Gwenn Le Saout and Eric Garcia-Diaz},
url = {http://www.sciencedirect.com/science/article/pii/S0950061815307455},
doi = {http://dx.doi.org/10.1016/j.conbuildmat.2015.12.071},
issn = {0950-0618},
year = {2016},
date = {2016-01-01},
journal = {Construction and Building Materials},
volume = {106},
pages = {35 - 42},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2016Article de journal ER2 Auteurs : Pineaud, Alexandre; Pimienta, Pierre; Rémond, Sébastien; Carré, Hélène Mechanical properties of high performance self-compacting concretes at room and high temperature Dans: Construction and Building Materials, vol. 112, p. 747 - 755, 2016, ISSN: 0950-0618, (ACL). Liens @article{Pine2016a,
title = {Mechanical properties of high performance self-compacting concretes at room and high temperature},
author = {Alexandre Pineaud and Pierre Pimienta and Sébastien Rémond and Hélène Carré},
url = {http://www.sciencedirect.com/science/article/pii/S095006181630188X},
doi = {http://dx.doi.org/10.1016/j.conbuildmat.2016.02.132},
issn = {0950-0618},
year = {2016},
date = {2016-01-01},
journal = {Construction and Building Materials},
volume = {112},
pages = {747 - 755},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2016Article de journal ER2 Auteurs : Wang, D; Zentar, Rachid; Abriak, Nor-Edine Interpretation of compression behavior of structured and remolded marine soils Dans: Journal of Materials in Civil …, 2016, (ACL). Liens @article{Wang2016,
title = {Interpretation of compression behavior of structured and remolded marine soils},
author = {D Wang and Rachid Zentar and Nor-Edine Abriak},
url = {https://ascelibrary.org/doi/abs/10.1061/(ASCE)MT.1943-5533.0001503},
doi = {https://doi.org/10.1061/(ASCE)MT.1943-5533.0001503},
year = {2016},
date = {2016-01-01},
journal = {Journal of Materials in Civil …},
publisher = {ascelibrary.org},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2016Article de journal ER2 Auteurs : Sadok, A; Zentar, Rachid; Abriak, Nor-Edine Genetic programming for granular compactness modelling Dans: European Journal of Environmental …, vol. 20, no. 10, p. 1249-1261, 2016, (ACL). Liens @article{Sadok2016,
title = {Genetic programming for granular compactness modelling},
author = {A Sadok and Rachid Zentar and Nor-Edine Abriak},
url = {https://www.tandfonline.com/doi/abs/10.1080/19648189.2016.1150901},
doi = {https://doi.org/10.1080/19648189.2016.1150901},
year = {2016},
date = {2016-01-01},
journal = {European Journal of Environmental …},
volume = {20},
number = {10},
pages = {1249-1261},
publisher = {Taylor & Francis},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|
2016Article de journal ER2 Auteurs : Wang, D; Zentar, Rachid; Abriak, Nor-Edine Temperature-accelerated strength development in stabilized marine soils as road construction materials Dans: Journal of Materials in Civil …, vol. 29, no. 5, 2016, (ACL). Liens @article{Wang2016a,
title = {Temperature-accelerated strength development in stabilized marine soils as road construction materials},
author = {D Wang and Rachid Zentar and Nor-Edine Abriak},
url = {https://ascelibrary.org/doi/abs/10.1061/(ASCE)MT.1943-5533.0001778},
doi = {https://doi.org/10.1061/(ASCE)MT.1943-5533.0001778},
year = {2016},
date = {2016-01-01},
journal = {Journal of Materials in Civil …},
volume = {29},
number = {5},
publisher = {ascelibrary.org},
note = {ACL},
keywords = {ER2},
pubstate = {published},
tppubtype = {article}
}
|