2020Article de journal ER3 Auteurs : Libessart, Laurent; Djelal-Dantec, Chafika; de Caro, Pascale; Laiymani, Issam Comparative study of the tribological behaviour of emulsions and demoulding oils at the concrete/formwork interface Dans: Construction and Building Materials, vol. 239, p. 117826, 2020, ISSN: 0950-0618, (ACL). Résumé | Liens @article{LIBESSART2020117826,
title = {Comparative study of the tribological behaviour of emulsions and demoulding oils at the concrete/formwork interface},
author = {Laurent Libessart and Chafika Djelal-Dantec and Pascale de Caro and Issam Laiymani},
url = {http://www.sciencedirect.com/science/article/pii/S0950061819332799},
doi = {https://doi.org/10.1016/j.conbuildmat.2019.117826},
issn = {0950-0618},
year = {2020},
date = {2020-01-01},
journal = {Construction and Building Materials},
volume = {239},
pages = {117826},
abstract = {To ensure a performing demoulding, a release agent must resist the friction of concrete on the formwork. Emulsions are interesting alternatives that leads to a reduced consumption of oil on construction sites. The behaviours of two commercial emulsions are compared with two conventional demoulding oils. The adhesion energy calculated were favourable to the emulsions. The water evaporation kinetics leads to the measurements of film thickness. Tests with the tribometer have shown that the films produced from the emulsions generate a friction reduction of 30% and 40% at the concrete/formwork interface. Such performance can be explained by Wenzel's state of wettability, which facilitates the film fit into the formwork roughness.},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
To ensure a performing demoulding, a release agent must resist the friction of concrete on the formwork. Emulsions are interesting alternatives that leads to a reduced consumption of oil on construction sites. The behaviours of two commercial emulsions are compared with two conventional demoulding oils. The adhesion energy calculated were favourable to the emulsions. The water evaporation kinetics leads to the measurements of film thickness. Tests with the tribometer have shown that the films produced from the emulsions generate a friction reduction of 30% and 40% at the concrete/formwork interface. Such performance can be explained by Wenzel's state of wettability, which facilitates the film fit into the formwork roughness. |
2020Article de journal ER3 Auteurs : Djelal-Dantec, Chafika; Vanhove, Yannick; Azzi, Amin; Madec, Olivier Recommendation for concrete mix design to prevent bleed channels on diaphragm walls Dans: European Journal of Environmental and Civil Engineering, vol. 0, no. 0, p. 1-13, 2020, (ACL). Liens @article{Djelalvanhove2020,
title = {Recommendation for concrete mix design to prevent bleed channels on diaphragm walls},
author = {Chafika Djelal-Dantec and Yannick Vanhove and Amin Azzi and Olivier Madec},
url = {https://doi.org/10.1080/19648189.2020.1713900},
doi = {10.1080/19648189.2020.1713900},
year = {2020},
date = {2020-01-01},
journal = {European Journal of Environmental and Civil Engineering},
volume = {0},
number = {0},
pages = {1-13},
publisher = {Taylor & Francis},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2020Article de journal ER3 Auteurs : Djelal-Dantec, Chafika; Page, Jonathan; Kada, Hassina; Vanhove, Yannick Feasibility study of using poplar wastes as sand in cement mortars Dans: Journal of Material Cycles and Waste Management, vol. 22, no. 2, p. 488–500, 2020, ISBN: 1611-8227, (ACL). Résumé | Liens @article{DjelalPage2019,
title = {Feasibility study of using poplar wastes as sand in cement mortars},
author = {Chafika Djelal-Dantec and Jonathan Page and Hassina Kada and Yannick Vanhove},
url = {https://doi.org/10.1007/s10163-019-00946-x},
doi = {10.1007/s10163-019-00946-x},
isbn = {1611-8227},
year = {2020},
date = {2020-01-01},
journal = {Journal of Material Cycles and Waste Management},
volume = {22},
number = {2},
pages = {488--500},
abstract = {An experimental investigation was undertaken to evaluate the potential use of poplar by-products in cement mortars. Two by-products from poplar processing were studied: sawdust (from sawing wood) and milled fibres (from wood waste obtained during cutting). Poplar fibres and sawdust were incorporated into mortars as sand volume substitution with rates ranging from 0 to 100%. Before introduction into the mortar, poplar aggregates were characterized (morphology and water absorption). It appeared that these wood aggregates absorb very quickly a large amount of water (up to 200%). The introduction of these poplar by-products has significant effects on the composite properties in both fresh and hardened states. It was noted that the workability of the mixtures with the poplar wood varies with the substitution rate. The inhibition of cement setting with poplar sawdust is characterized by maturity tests and affects the mechanical properties of mortars. In addition, increasing the poplar aggregates content causes a continuous increase of the material porosity, which leads to a decrease in density. Besides, it appears that the incorporation of poplar aggregates into mortars also decrease their thermal conductivities, which would help to reduce building heat losses. A significant decrease in the mechanical properties of poplar-based mortars was also noted, related to the rate of fibres or sawdust introduced into mixtures. The hydration disturbances, the high internal porosity of the wood particles and their low density can explain these lower mechanical strengths. However, despite these disturbances, the valorisation of poplar wood by-products remains possible in cementitious materials for the manufacture of concrete masonry blocks.},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
An experimental investigation was undertaken to evaluate the potential use of poplar by-products in cement mortars. Two by-products from poplar processing were studied: sawdust (from sawing wood) and milled fibres (from wood waste obtained during cutting). Poplar fibres and sawdust were incorporated into mortars as sand volume substitution with rates ranging from 0 to 100%. Before introduction into the mortar, poplar aggregates were characterized (morphology and water absorption). It appeared that these wood aggregates absorb very quickly a large amount of water (up to 200%). The introduction of these poplar by-products has significant effects on the composite properties in both fresh and hardened states. It was noted that the workability of the mixtures with the poplar wood varies with the substitution rate. The inhibition of cement setting with poplar sawdust is characterized by maturity tests and affects the mechanical properties of mortars. In addition, increasing the poplar aggregates content causes a continuous increase of the material porosity, which leads to a decrease in density. Besides, it appears that the incorporation of poplar aggregates into mortars also decrease their thermal conductivities, which would help to reduce building heat losses. A significant decrease in the mechanical properties of poplar-based mortars was also noted, related to the rate of fibres or sawdust introduced into mixtures. The hydration disturbances, the high internal porosity of the wood particles and their low density can explain these lower mechanical strengths. However, despite these disturbances, the valorisation of poplar wood by-products remains possible in cementitious materials for the manufacture of concrete masonry blocks. |
2020Conférence ER3 Auteurs : Page, Jonathan; Libessart, Laurent; Djelal-Dantec, Chafika Use of biomasse fly ash in cementitious materials Advanced Materials for Sustainable Infrastructure Development, Ventura, USA, 2020, (ACTI). @conference{Page2020a,
title = {Use of biomasse fly ash in cementitious materials},
author = {Jonathan Page and Laurent Libessart and Chafika Djelal-Dantec},
year = {2020},
date = {2020-01-01},
booktitle = {Advanced Materials for Sustainable Infrastructure Development},
address = {Ventura, USA},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2020Article de journal ER3 Auteurs : Djelal-Dantec, Chafika; Page, Jonathan; Vanhove, Yannick; Kada, Hassina Experimental study on the valorization of poplar by-products in cement-based materials Dans: Lecture Notes in Civil Engineering, vol. 54, p. 603-608, 2020, (cited By 0). Liens @article{Djelal2020603,
title = {Experimental study on the valorization of poplar by-products in cement-based materials},
author = {Chafika Djelal-Dantec and Jonathan Page and Yannick Vanhove and Hassina Kada},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85073687866&doi=10.1007%2f978-981-15-0802-8_95&partnerID=40&md5=e5ecf9b5701fbc076e31c46b5f86e50b},
doi = {10.1007/978-981-15-0802-8_95},
year = {2020},
date = {2020-01-01},
journal = {Lecture Notes in Civil Engineering},
volume = {54},
pages = {603-608},
note = {cited By 0},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2020Article de journal ER3 Auteurs : Lahmar, Nassira; Bouziadi, Farid; Boulekbache, Bensaid; Meziane, El-Hadj; Hamrat, Mostefa; Haddi, Abdelkader; Djelal-Dantec, Chafika Experimental and finite element analysis of shrinkage of concrete made with recycled coarse aggregates subjected to thermal loading Dans: Construction and Building Materials, vol. 247, p. 118564, 2020. Liens @article{Lahmar2020,
title = {Experimental and finite element analysis of shrinkage of concrete made with recycled coarse aggregates subjected to thermal loading},
author = {Nassira Lahmar and Farid Bouziadi and Bensaid Boulekbache and El-Hadj Meziane and Mostefa Hamrat and Abdelkader Haddi and Chafika Djelal-Dantec},
doi = {10.1016/j.conbuildmat.2020.118564},
year = {2020},
date = {2020-06-01},
journal = {Construction and Building Materials},
volume = {247},
pages = {118564},
publisher = {Elsevier BV},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2020Article de journal ER3 Auteurs : Leussa, Claudia Charlotte Tchamo; Libessart, Laurent; Djelal-Dantec, Chafika; Djangang, Chantale Njiomou; Elimbi, Antoine Pozzolanic activity of kaolins containing aluminum hydroxide Dans: Scientific Reports, vol. 10, no. 1, 2020. Liens @article{Leussa2020,
title = {Pozzolanic activity of kaolins containing aluminum hydroxide},
author = {Claudia Charlotte Tchamo Leussa and Laurent Libessart and Chafika Djelal-Dantec and Chantale Njiomou Djangang and Antoine Elimbi},
doi = {10.1038/s41598-020-70146-3},
year = {2020},
date = {2020-08-01},
journal = {Scientific Reports},
volume = {10},
number = {1},
publisher = {Springer Science and Business Media LLC},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2020Article de journal ER3 Auteurs : Page, Jonathan; Djelal-Dantec, Chafika; Vanhove, Yannick Optimisation of vibrocompaction process for wood-based concrete blocks Dans: The International Journal of Advanced Manufacturing Technology, vol. 109, no. 3-4, p. 1189–1204, 2020. Liens @article{Page2020b,
title = {Optimisation of vibrocompaction process for wood-based concrete blocks},
author = {Jonathan Page and Chafika Djelal-Dantec and Yannick Vanhove},
doi = {10.1007/s00170-020-05674-3},
year = {2020},
date = {2020-07-01},
journal = {The International Journal of Advanced Manufacturing Technology},
volume = {109},
number = {3-4},
pages = {1189--1204},
publisher = {Springer Science and Business Media LLC},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2020Article de journal ER3 Auteurs : Djelal-Dantec, Chafika; Long, Mardy; Haddi, Abdelkader; Szulc, Julien Effect of marine environment on the behaviour of concrete structures reinforced by composite materials Dans: Mechanics & Industry, vol. 21, no. 4, p. 407, 2020. Liens @article{Djelal2020b,
title = {Effect of marine environment on the behaviour of concrete structures reinforced by composite materials},
author = {Chafika Djelal-Dantec and Mardy Long and Abdelkader Haddi and Julien Szulc},
doi = {10.1051/meca/2020033},
year = {2020},
date = {2020-01-01},
journal = {Mechanics & Industry},
volume = {21},
number = {4},
pages = {407},
publisher = {EDP Sciences},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2020Article de journal ER3 Auteurs : Vanhove, Yannick; Djelal-Dantec, Chafika Influence of rheological properties of concrete foundation on the implementation of continuous flight auger (CFA) piles Dans: Materials and Structures, vol. 53, no. 5, 2020. Liens @article{Vanhove2020b,
title = {Influence of rheological properties of concrete foundation on the implementation of continuous flight auger (CFA) piles},
author = {Yannick Vanhove and Chafika Djelal-Dantec},
doi = {10.1617/s11527-020-01556-y},
year = {2020},
date = {2020-09-01},
journal = {Materials and Structures},
volume = {53},
number = {5},
publisher = {Springer Science and Business Media LLC},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2020Article de journal ER3 Auteurs : Ajouguim, Soukaina; Page, Jonathan; Djelal-Dantec, Chafika; Waqif, Mohamed; â, Latifa Sa Investigation on the use of ground alfa fibres as reinforcement of cement mortars Dans: Proceedings of the Institution of Civil Engineers - Construction Materials, p. 1–11, 2020. Liens @article{Ajouguim2020,
title = {Investigation on the use of ground alfa fibres as reinforcement of cement mortars},
author = {Soukaina Ajouguim and Jonathan Page and Chafika Djelal-Dantec and Mohamed Waqif and Latifa Sa â},
doi = {10.1680/jcoma.20.00001},
year = {2020},
date = {2020-12-01},
journal = {Proceedings of the Institution of Civil Engineers - Construction Materials},
pages = {1--11},
publisher = {Thomas Telford Ltd.},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2020Article de journal ER3 Auteurs : Nouri, Assia; Hamrat, Mostefa; Boulekbache, Bensaid; Nouri, Said; Bouziadi, Farid; Labed, Abderrahim; Haddi, Abdelkader; Djelal-Dantec, Chafika Quantification of shear strength in reinforced concrete beams using digital image correlation: Experimental and analytical study Dans: Advances in Structural Engineering, vol. 24, no. 1, p. 147–164, 2020. Liens @article{Nouri2020,
title = {Quantification of shear strength in reinforced concrete beams using digital image correlation: Experimental and analytical study},
author = {Assia Nouri and Mostefa Hamrat and Bensaid Boulekbache and Said Nouri and Farid Bouziadi and Abderrahim Labed and Abdelkader Haddi and Chafika Djelal-Dantec},
doi = {10.1177/1369433220944510},
year = {2020},
date = {2020-07-01},
journal = {Advances in Structural Engineering},
volume = {24},
number = {1},
pages = {147--164},
publisher = {SAGE Publications},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2020Conférence ER3 Auteurs : Vanhove, Yannick; Djelal-Dantec, Chafika Effect of rheological properties of concrete foundation on the implementation of CFA-Piles 29th Conference on Rheology of Building Materials, OTH- Regensburg, Germany, 2020, (COM). @conference{,
title = {Effect of rheological properties of concrete foundation on the implementation of CFA-Piles},
author = {Yannick Vanhove and Chafika Djelal-Dantec},
year = {2020},
date = {2020-01-01},
booktitle = {29th Conference on Rheology of Building Materials, OTH- Regensburg, Germany},
note = {COM},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2020Article de journal ER3 Auteurs : Bouchedjra, Moussa; Amrouche, Abdelwaheb; Kanit, Toufik; Belouchrani, Mohamed El Amine Microstructural features effect on the evolution of cyclic damage for polycrystalline metals using a multiscale approach Dans: International Journal of Damage Mechanics, vol. 30, no. 1, p. 77–102, 2020. Liens @article{Bouchedjra2020,
title = {Microstructural features effect on the evolution of cyclic damage for polycrystalline metals using a multiscale approach},
author = {Moussa Bouchedjra and Abdelwaheb Amrouche and Toufik Kanit and Mohamed El Amine Belouchrani},
doi = {10.1177/1056789520950409},
year = {2020},
date = {2020-08-01},
journal = {International Journal of Damage Mechanics},
volume = {30},
number = {1},
pages = {77--102},
publisher = {SAGE Publications},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2020Article de journal ER3 Auteurs : Messellek, Ali Cherif; Ouali, Mohand Ould; Amrouche, Abdelwaheb Adaptive finite element simulation of fretting wear and fatigue in a taper junction of modular hip prosthesis Dans: Journal of the Mechanical Behavior of Biomedical Materials, vol. 111, p. 103993, 2020. Liens @article{Messellek_2020,
title = {Adaptive finite element simulation of fretting wear and fatigue in a taper junction of modular hip prosthesis},
author = {Ali Cherif Messellek and Mohand Ould Ouali and Abdelwaheb Amrouche},
doi = {10.1016/j.jmbbm.2020.103993},
year = {2020},
date = {2020-11-01},
journal = {Journal of the Mechanical Behavior of Biomedical Materials},
volume = {111},
pages = {103993},
publisher = {Elsevier BV},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2019Article de journal ER3 Auteurs : Habib, Berrekia; Djebbara, Benzerga; Haddi, Abdelkader Behavior and damage of a pipe in the presence of a corrosion defect depth of 10 % of its thickness and highlighting the weaknesses of the ASME / B31G method Dans: Frattura ed Integrita Strutturale, vol. 13, no. 49, p. 643-654, 2019, (ACL). Liens @article{,
title = {Behavior and damage of a pipe in the presence of a corrosion defect depth of 10 % of its thickness and highlighting the weaknesses of the ASME / B31G method},
author = {Berrekia Habib and Benzerga Djebbara and Abdelkader Haddi},
url = {https://www.fracturae.com/index.php/fis/article/view/2421},
doi = {10.3221/IGF-ESIS.49.58},
year = {2019},
date = {2019-01-01},
journal = {Frattura ed Integrita Strutturale},
volume = {13},
number = {49},
pages = {643-654},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2019Article de journal ER3 Auteurs : Adel, Chouiter; Djebbara, Benzerga; Haddi, Abdelkader; T., Tamine Prediction of cycle life of expansion bellows for fixed tube sheet heat exchanger Dans: Frattura ed Integrita Strutturale, vol. 13, no. 14, p. 30-38, 2019, (ACL). Liens @article{,
title = {Prediction of cycle life of expansion bellows for fixed tube sheet heat exchanger},
author = {Chouiter Adel and Benzerga Djebbara and Abdelkader Haddi and Tamine T.},
url = {https://www.fracturae.com/index.php/fis/article/view/2146},
doi = {10.3221/IGF-ESIS.47.03},
year = {2019},
date = {2019-01-01},
journal = {Frattura ed Integrita Strutturale},
volume = {13},
number = {14},
pages = {30-38},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2019Conférence ER3 Auteurs : Amziane, S; Djelal-Dantec, Chafika; El-Cheikh, K; Fabbris, F; Fataei, S; Feys, D; Greim, M; Ivanova, I; Keller, H; Khayat, K; Libessart, Laurent; Mechcherine, V; Navarette, I; Perrot, A; Secrieru, E; Sonebi, M; Vanhove, Yannick An overview of RILEM TC MRP round-robin testing of concrete and mortar rheology in Bethune France, May 2018 2nd International RILEM Conference Rheology and Processing of Contruction Materials (RheoCon2), 9th International RILEM Symposium Self-Compacting Concerte (SCC9), Dresden, Germany, 2019, (ACTI). @conference{Amzi2019a,
title = {An overview of RILEM TC MRP round-robin testing of concrete and mortar rheology in Bethune France, May 2018},
author = {S Amziane and Chafika Djelal-Dantec and K El-Cheikh and F Fabbris and S Fataei and D Feys and M Greim and I Ivanova and H Keller and K Khayat and Laurent Libessart and V Mechcherine and I Navarette and A Perrot and E Secrieru and M Sonebi and Yannick Vanhove},
year = {2019},
date = {2019-01-01},
booktitle = {2nd International RILEM Conference Rheology and Processing of Contruction Materials (RheoCon2), 9th International RILEM Symposium Self-Compacting Concerte (SCC9)},
address = {Dresden, Germany},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Conférence ER3 Auteurs : Djelal-Dantec, Chafika; Bouziadi, F; Boulekbache, B; Haddi, Abdelkader; Hamrat, M Creep of reinforced concrete beams under sustained loads: Experiments and numerical modeling approaches 2nd International RILEM Conference Rheology and Processing of Contruction Materials (RheoCon2), 9th International RILEM Symposium Self-Compacting Concrete (SCC9), Dresden, Germany, 2019, (ACTI). @conference{Djel2019a,
title = {Creep of reinforced concrete beams under sustained loads: Experiments and numerical modeling approaches},
author = {Chafika Djelal-Dantec and F Bouziadi and B Boulekbache and Abdelkader Haddi and M Hamrat},
year = {2019},
date = {2019-09-01},
booktitle = {2nd International RILEM Conference Rheology and Processing of Contruction Materials (RheoCon2), 9th International RILEM Symposium Self-Compacting Concrete (SCC9)},
address = {Dresden, Germany},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Conférence ER3 Auteurs : Page, Jonathan; Libessart, Laurent; Djelal-Dantec, Chafika; Laiymani, Issam Feasability of using biomass fly ash in cementitious materials International Conference on Smart Materials for Sustainable Construction, SMASCO, Lulea, Sweden, 2019, (ACTI). @conference{Page2019b,
title = {Feasability of using biomass fly ash in cementitious materials},
author = {Jonathan Page and Laurent Libessart and Chafika Djelal-Dantec and Issam Laiymani},
year = {2019},
date = {2019-01-01},
booktitle = {International Conference on Smart Materials for Sustainable Construction, SMASCO},
address = {Lulea, Sweden},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Conférence ER3 Auteurs : Djelal-Dantec, Chafika; Page, Jonathan; Vanhove, Yannick; Kada, Hassina Experimental study on the valorisation of poplar by products in cement-based materials The Fifth International Conference (CIGOS 2019), Hanoï, Vietnam, 2019, (ACTI). @conference{Djel2019c,
title = {Experimental study on the valorisation of poplar by products in cement-based materials},
author = {Chafika Djelal-Dantec and Jonathan Page and Yannick Vanhove and Hassina Kada},
year = {2019},
date = {2019-01-01},
booktitle = {The Fifth International Conference (CIGOS 2019)},
address = {Hanoï, Vietnam},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Conférence ER3 Auteurs : Ajouguim, Soukaina; Djelal-Dantec, Chafika; Page, Jonathan; Waqif, M; Abdelouahdi, K; Saadi, L Experimental investigation on the use of alfa fibers as reinforcement of cementitious materials Third International Conference on Bio-Based Building Materials (ICBBM), Belfast, United-Kingdom, 2019, (ACTI). @conference{Agou2019a,
title = {Experimental investigation on the use of alfa fibers as reinforcement of cementitious materials},
author = {Soukaina Ajouguim and Chafika Djelal-Dantec and Jonathan Page and M Waqif and K Abdelouahdi and L Saadi},
year = {2019},
date = {2019-01-01},
booktitle = {Third International Conference on Bio-Based Building Materials (ICBBM)},
address = {Belfast, United-Kingdom},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Conférence ER3 Auteurs : Vanhove, Yannick; Agnaou, Elhachemi; Djelal-Dantec, Chafika Utilisation de 3 rhéomètres à béton pour l’étude de l’influence des additions et des superplastifiants sur le comportement rhéologique des bétons Journées Nationales du Bétons, JNB’19, Hammamet, Tunisie, 2019, (ACTI). @conference{Vanh2019a,
title = {Utilisation de 3 rhéomètres à béton pour l’étude de l’influence des additions et des superplastifiants sur le comportement rhéologique des bétons},
author = {Yannick Vanhove and Elhachemi Agnaou and Chafika Djelal-Dantec},
year = {2019},
date = {2019-01-01},
booktitle = {Journées Nationales du Bétons, JNB’19},
address = {Hammamet, Tunisie},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Conférence ER3 Auteurs : Bouziadi, F; Boulekbache, B; Haddi, Abdelkader; Hamrat, M; Djelal-Dantec, Chafika; Lahmar, N Analyse du retrait total à long terme du béton à haute résistance contenant des fibres sous différentes températures de cure Journées Nationales du Bétons, JNB’19, Hammamet, Tunisie, 2019, (ACTI). @conference{Bouz2019,
title = {Analyse du retrait total à long terme du béton à haute résistance contenant des fibres sous différentes températures de cure},
author = {F Bouziadi and B Boulekbache and Abdelkader Haddi and M Hamrat and Chafika Djelal-Dantec and N Lahmar},
year = {2019},
date = {2019-04-01},
booktitle = {Journées Nationales du Bétons, JNB’19},
address = {Hammamet, Tunisie},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Conférence ER3 Auteurs : Djelal-Dantec, Chafika; Libessart, Laurent; Vanhove, Yannick Tribologie et phénoménologie des interfaces béton/coffrage Journées Nationales du Bétons, JNB’19, Hammamet, Tunisie, 2019, (ACTI). @conference{Djel2019b,
title = {Tribologie et phénoménologie des interfaces béton/coffrage},
author = {Chafika Djelal-Dantec and Laurent Libessart and Yannick Vanhove},
year = {2019},
date = {2019-04-01},
booktitle = {Journées Nationales du Bétons, JNB’19},
address = {Hammamet, Tunisie},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Actes ER3 Auteurs : Vanhove, Yannick; Djelal-Dantec, Chafika; Dairou, M; Thibaut, F; Gotteland, P Rheological behavior of concrete foundation during Pile-driving operations Arras, France, 2019, ISBN: 978-2-35158-230-5, (ACTI). @proceedings{Vanh2019b,
title = {Rheological behavior of concrete foundation during Pile-driving operations},
author = {Yannick Vanhove and Chafika Djelal-Dantec and M Dairou and F Thibaut and P Gotteland},
editor = {RILEM},
isbn = {978-2-35158-230-5},
year = {2019},
date = {2019-01-01},
booktitle = {Proceeding of the International RILEM Workshop on Rheological Measurements of Cement-based Materials (IRWRMC’18), RILEM Proceedings PRO 132},
address = {Arras, France},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {proceedings}
}
|
2019Actes ER3 Auteurs : Azzi, M -A; Djelal-Dantec, Chafika; Vanhove, Yannick; Madec, O; Gotteland, P Recommendations on the mix design of concrete foundations for diaphragm walls ; Application to the “Grand Paris” building site Arras, France, 2019, ISBN: 978-2-35158-230-5, (ACTI). @proceedings{Azzi2018a,
title = {Recommendations on the mix design of concrete foundations for diaphragm walls ; Application to the “Grand Paris” building site},
author = {M -A Azzi and Chafika Djelal-Dantec and Yannick Vanhove and O Madec and P Gotteland},
editor = {RILEM},
isbn = {978-2-35158-230-5},
year = {2019},
date = {2019-05-01},
booktitle = {Proceeding of the International RILEM Workshop on Rheological Measurements of Cement-based Materials (IRWRMC’18), RILEM Proceedings PRO 132},
address = {Arras, France},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {proceedings}
}
|
2019Actes ER3 Auteurs : Laiymani, I; Libessart, Laurent; Hammouni, S; Djelal-Dantec, Chafika; Vanhove, Yannick Emulsion effects on the friction on the formwork/concrete interface Arras, 2019, ISBN: 978-2-35158-230-5, (ACTI). @proceedings{Laiy2019a,
title = {Emulsion effects on the friction on the formwork/concrete interface},
author = {I Laiymani and Laurent Libessart and S Hammouni and Chafika Djelal-Dantec and Yannick Vanhove},
editor = {RILEM},
isbn = {978-2-35158-230-5},
year = {2019},
date = {2019-05-01},
booktitle = {Proceeding of the International RILEM Workshop on Rheological Measurements of Cement-based Materials (IRWRMC’18), RILEM PRO 132},
address = {Arras},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {proceedings}
}
|
2019Conférence ER3 Auteurs : Libessart, Laurent; Laiymani, Issam; Djelal-Dantec, Chafika; Vanhove, Yannick Influence des émulsions sur le frottement du béton 37èmes Rencontres Universitaires de Génie Civil, Nice, 2019, (ACTN). @conference{Libe2019b,
title = {Influence des émulsions sur le frottement du béton},
author = {Laurent Libessart and Issam Laiymani and Chafika Djelal-Dantec and Yannick Vanhove},
year = {2019},
date = {2019-06-01},
booktitle = {37èmes Rencontres Universitaires de Génie Civil},
address = {Nice},
note = {ACTN},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Conférence ER3 Auteurs : Ajouguim, Soukaina; Page, Jonathan; Djelal-Dantec, Chafika; Saadi, L Formulation d’un composite cimentaire incorporant des fibres d’alfa : Influence de la longueur et du taux de fibres 37èmes Rencontres Universitaires de Génie Civil, Nice, 2019, (ACTN). @conference{Ajou2019b,
title = {Formulation d’un composite cimentaire incorporant des fibres d’alfa : Influence de la longueur et du taux de fibres},
author = {Soukaina Ajouguim and Jonathan Page and Chafika Djelal-Dantec and L Saadi},
year = {2019},
date = {2019-06-01},
booktitle = {37èmes Rencontres Universitaires de Génie Civil},
address = {Nice},
note = {ACTN},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Conférence ER3 Auteurs : Vanhove, Yannick; Djelal-Dantec, Chafika Rheological properties of concrete foundations One-Day Feedback – Round Robin Test “Comparison of Concrete Rheometers – International Tests at the Artois University (IUT Bethune), Paris, 2019, (COM). @conference{Vanh2019bb,
title = {Rheological properties of concrete foundations},
author = {Yannick Vanhove and Chafika Djelal-Dantec},
year = {2019},
date = {2019-01-01},
booktitle = {One-Day Feedback – Round Robin Test “Comparison of Concrete Rheometers – International Tests at the Artois University (IUT Bethune)},
address = {Paris},
note = {COM},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Conférence ER3 Auteurs : Libessart, Laurent; Djelal-Dantec, Chafika; Vanhove, Yannick Influence of concretes thixotropy on the tribological properties One-Day Feedback – Round Robin Test “Comparison of Concrete Rheometers – International Tests at the Artois University (IUT Bethune), Paris, 2019, (COM). @conference{Libe2019c,
title = {Influence of concretes thixotropy on the tribological properties},
author = {Laurent Libessart and Chafika Djelal-Dantec and Yannick Vanhove},
year = {2019},
date = {2019-11-01},
booktitle = {One-Day Feedback – Round Robin Test “Comparison of Concrete Rheometers – International Tests at the Artois University (IUT Bethune)},
address = {Paris},
note = {COM},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Ouvrage ER3 Auteurs : Djelal-Dantec, Chafika; Vanhove, Yannick Proceeding of the International RILEM Workshop on Rheological Measurements of Cement-based Materials (IRWRMC’18) RILEM Publications S.A.R.L, 2019, ISBN: ISBN 978-2-35158-230-5, e-ISBN 978-2-35158-231-2. @book{,
title = {Proceeding of the International RILEM Workshop on Rheological Measurements of Cement-based Materials (IRWRMC’18)},
author = {Chafika Djelal-Dantec and Yannick Vanhove},
editor = {Chafika Djelal-Dantec and Yannick Vanhove},
isbn = {ISBN 978-2-35158-230-5, e-ISBN 978-2-35158-231-2},
year = {2019},
date = {2019-01-01},
publisher = {RILEM Publications S.A.R.L},
keywords = {ER3},
pubstate = {published},
tppubtype = {book}
}
|
2019Article de journal ER3 Auteurs : Page, Jonathan; Khadraoui, Fouzia; Gomina, Moussa; Boutouil, Mohamed Influence of different surface treatments on the water absorption capacity of flax fibres: Rheology of fresh reinforced-mortars and mechanical properties in the hardened state Dans: Construction and Building Materials, vol. 199, p. 424–434, 2019. Liens @article{Page_2019,
title = {Influence of different surface treatments on the water absorption capacity of flax fibres: Rheology of fresh reinforced-mortars and mechanical properties in the hardened state},
author = {Jonathan Page and Fouzia Khadraoui and Moussa Gomina and Mohamed Boutouil},
doi = {10.1016/j.conbuildmat.2018.12.042},
year = {2019},
date = {2019-02-01},
journal = {Construction and Building Materials},
volume = {199},
pages = {424--434},
publisher = {Elsevier BV},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2018Article de journal ER3 Auteurs : Tilioua, Amine; Libessart, Laurent; Lassue, Stéphane Characterization of the thermal properties of fibrous insulation materials made from recycled textile fibers for building applications : Theoretical and experimental analyses Dans: Applied Thermal Engineering, vol. 142, p. 56 - 67, 2018, ISSN: 1359-4311, (ACL). Résumé | Liens @article{TILIOUA201856,
title = {Characterization of the thermal properties of fibrous insulation materials made from recycled textile fibers for building applications : Theoretical and experimental analyses},
author = {Amine Tilioua and Laurent Libessart and Stéphane Lassue},
url = {http://www.sciencedirect.com/science/article/pii/S1359431117355473},
doi = {https://doi.org/10.1016/j.applthermaleng.2018.06.071},
issn = {1359-4311},
year = {2018},
date = {2018-01-01},
journal = {Applied Thermal Engineering},
volume = {142},
pages = {56 - 67},
abstract = {The present study focuses on the thermal characterization of an insulation material made from recycled textile fibers for building applications, which qualifies as a semi-transparent medium. Experimental and numerical studies have been carried out to determine the radiative flux ratio for such a recycled textile fiber-based insulation for three thicknesses (5.35 mm, 5.67 mm and 6.64 mm). The inverse method, which relies on reflection and transmission measurements using a Fourier-Transform Infrared Spectrometer coupled to an integrating sphere, has been applied along with a least squares procedure. The relevant radiative properties of recycled textile insulation material are obtained by minimizing the deviation between experimental and theoretical data. The effective thermal conductivity of the fibrous insulation is measured at room temperature by means of a fluxmeter device. The radiative thermal conductivity is estimated by implementing the Rosseland model, while phonic conductivity is derived from the effective thermal conductivity. The radiative thermal conductivity displays a very limited effect in comparison with phonic thermal conductivity; the latter varies according to thickness, which in turn is determined by fiber density and size. Phonic thermal conductivity accounts for 26% of the effective thermal conductivity and moreover constitutes a large share (74%) relative to the radiative conductivity. The maximum radiative thermal conductivity value equals 0.0102 W m−1 K−1 for a thickness of 5.67 mm, with this value dropping slightly to 0.010 W m−1 K−1 for a thickness of 6.46 mm, and to a minimum value of 0.0096 W m−1 K−1 at a 5.35-mm thickness.},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
The present study focuses on the thermal characterization of an insulation material made from recycled textile fibers for building applications, which qualifies as a semi-transparent medium. Experimental and numerical studies have been carried out to determine the radiative flux ratio for such a recycled textile fiber-based insulation for three thicknesses (5.35 mm, 5.67 mm and 6.64 mm). The inverse method, which relies on reflection and transmission measurements using a Fourier-Transform Infrared Spectrometer coupled to an integrating sphere, has been applied along with a least squares procedure. The relevant radiative properties of recycled textile insulation material are obtained by minimizing the deviation between experimental and theoretical data. The effective thermal conductivity of the fibrous insulation is measured at room temperature by means of a fluxmeter device. The radiative thermal conductivity is estimated by implementing the Rosseland model, while phonic conductivity is derived from the effective thermal conductivity. The radiative thermal conductivity displays a very limited effect in comparison with phonic thermal conductivity; the latter varies according to thickness, which in turn is determined by fiber density and size. Phonic thermal conductivity accounts for 26% of the effective thermal conductivity and moreover constitutes a large share (74%) relative to the radiative conductivity. The maximum radiative thermal conductivity value equals 0.0102 W m−1 K−1 for a thickness of 5.67 mm, with this value dropping slightly to 0.010 W m−1 K−1 for a thickness of 6.46 mm, and to a minimum value of 0.0096 W m−1 K−1 at a 5.35-mm thickness. |
2018Article de journal ER3 Auteurs : Bouchedjra, M; Kanit, T; Boulemia, C; Amrouche, Abdelwaheb; Belouchrani, M E A Determination of the RVE size for polycrystal metals to predict monotonic and cyclic elastoplastic behavior: Statistical and numerical approach with new criteria Dans: European Journal of Mechanics, A/Solids, vol. 72, p. 1-15, 2018, (cited By 0). Liens @article{Bouchedjra20181,
title = {Determination of the RVE size for polycrystal metals to predict monotonic and cyclic elastoplastic behavior: Statistical and numerical approach with new criteria},
author = {M Bouchedjra and T Kanit and C Boulemia and Abdelwaheb Amrouche and M E A Belouchrani},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046031401&doi=10.1016%2fj.euromechsol.2018.04.011&partnerID=40&md5=01417e1e2c72f664ab90951239602ec1},
doi = {10.1016/j.euromechsol.2018.04.011},
year = {2018},
date = {2018-01-01},
journal = {European Journal of Mechanics, A/Solids},
volume = {72},
pages = {1-15},
note = {cited By 0},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2018Article de journal ER3 Auteurs : Bouziadi, Farid; Boulekbache, Bensaid; Haddi, Abdelkader; Djelal-Dantec, Chafika; Hamrat, Mostefa Numerical analysis of shrinkage of steel fiber reinforced high-strength concrete subjected to thermal loading Dans: Construction and Building Materials, vol. 181, p. 381 - 393, 2018, ISSN: 0950-0618, (ACL). Résumé | Liens @article{BOUZIADI2018381,
title = {Numerical analysis of shrinkage of steel fiber reinforced high-strength concrete subjected to thermal loading},
author = {Farid Bouziadi and Bensaid Boulekbache and Abdelkader Haddi and Chafika Djelal-Dantec and Mostefa Hamrat},
url = {http://www.sciencedirect.com/science/article/pii/S0950061818314454},
doi = {https://doi.org/10.1016/j.conbuildmat.2018.06.054},
issn = {0950-0618},
year = {2018},
date = {2018-01-01},
journal = {Construction and Building Materials},
volume = {181},
pages = {381 - 393},
abstract = {In this study, a numerical investigation is conducted to simulate the total shrinkage strain of High-Strength Concrete (HSC) and Steel Fiber Reinforced High-Strength concrete (SFRHSC) by means of the transient thermal-stress analysis. The ANSYS finite element software has been used in order to evaluate the shrinkage by taking into account both the thermal and mechanical properties of the concrete. These properties are calculated using the maturity concept and the two-phase serial model. The experimental work was carried out to assess the influence of the external temperatures, steel fibers (SF) and their volume fraction on the total shrinkage strain of the SFRHSC which has been exposed to isothermal temperature of 20, 35 and 50 °C. Two dosages of 0.5% and 1% for the SF with aspect ratio of 55 have been considered. The main results obtained from the FE analysis show a good agreement with the founded experimental results under different thermal conditions. According to the obtained numerical results, an increase of the dosage of fibers will reduce the total shrinkage strain. Additionally, the curing temperature raises significantly the evolution of the total shrinkage strain.},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
In this study, a numerical investigation is conducted to simulate the total shrinkage strain of High-Strength Concrete (HSC) and Steel Fiber Reinforced High-Strength concrete (SFRHSC) by means of the transient thermal-stress analysis. The ANSYS finite element software has been used in order to evaluate the shrinkage by taking into account both the thermal and mechanical properties of the concrete. These properties are calculated using the maturity concept and the two-phase serial model. The experimental work was carried out to assess the influence of the external temperatures, steel fibers (SF) and their volume fraction on the total shrinkage strain of the SFRHSC which has been exposed to isothermal temperature of 20, 35 and 50 °C. Two dosages of 0.5% and 1% for the SF with aspect ratio of 55 have been considered. The main results obtained from the FE analysis show a good agreement with the founded experimental results under different thermal conditions. According to the obtained numerical results, an increase of the dosage of fibers will reduce the total shrinkage strain. Additionally, the curing temperature raises significantly the evolution of the total shrinkage strain. |
2018Article de journal ER3 Auteurs : Bouziadi, Farid; Boulekbache, Bensaid; Haddi, Abdelkader; Djelal-Dantec, Chafika Experimental and finite element analysis of creep behaviour of steel fibre reinforced high strength concrete beams Dans: Construction and Building Materials, vol. 173, p. 101 - 110, 2018, ISSN: 0950-0618, (ACL). Résumé | Liens @article{BOUZIADI2018101,
title = {Experimental and finite element analysis of creep behaviour of steel fibre reinforced high strength concrete beams},
author = {Farid Bouziadi and Bensaid Boulekbache and Abdelkader Haddi and Chafika Djelal-Dantec},
url = {http://www.sciencedirect.com/science/article/pii/S0950061818308031},
doi = {https://doi.org/10.1016/j.conbuildmat.2018.04.013},
issn = {0950-0618},
year = {2018},
date = {2018-01-01},
journal = {Construction and Building Materials},
volume = {173},
pages = {101 - 110},
abstract = {The present study is focused on experimental investigations and numerical analyses of compressive and tensile total creep at long-term of high-strength concrete (HSC) beams. Reinforced concrete (RC) beams with and without steel fibres were investigated for their long-term creep behaviour. These beams are under sustained uniformly distributed load (SUDL) in bending containing steel fibres (SF) with two aspect ratios (55 and 80) and two steel fibre dosages (0.5% and 1%). The objective of this work is to evaluate the influence of steel fibres, their dosage and their aspect ratio on compressive and tensile total creep. Experimental results show that the long-term total creep is influenced by the volume fractions of steel fibres. Moreover, steel fibres decrease the tensile total creep more than the compressive one. A non-linear finite element method (FEM) is performed to simulate the long-term total creep strain rate included thanks to the time hardening model called generalized Garofalo creep which is based on Bailey-Norton law called power law creep. It was found a good agreement between the experimental and numerical results.},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
The present study is focused on experimental investigations and numerical analyses of compressive and tensile total creep at long-term of high-strength concrete (HSC) beams. Reinforced concrete (RC) beams with and without steel fibres were investigated for their long-term creep behaviour. These beams are under sustained uniformly distributed load (SUDL) in bending containing steel fibres (SF) with two aspect ratios (55 and 80) and two steel fibre dosages (0.5% and 1%). The objective of this work is to evaluate the influence of steel fibres, their dosage and their aspect ratio on compressive and tensile total creep. Experimental results show that the long-term total creep is influenced by the volume fractions of steel fibres. Moreover, steel fibres decrease the tensile total creep more than the compressive one. A non-linear finite element method (FEM) is performed to simulate the long-term total creep strain rate included thanks to the time hardening model called generalized Garofalo creep which is based on Bailey-Norton law called power law creep. It was found a good agreement between the experimental and numerical results. |
2018Article de journal ER3 Auteurs : Kesteloot, Stephan; Haddi, Abdelkader; Djelal-Dantec, Chafika Experimental and Numerical Investigations of Damage Behaviour at the Fibre Mortar Composite Interfaces Dans: International Journal of Civil Engineering, vol. 16, no. 11, p. 1523-1532, 2018, ISSN: 2383-3874, (ACL). Liens @article{,
title = {Experimental and Numerical Investigations of Damage Behaviour at the Fibre Mortar Composite Interfaces},
author = {Stephan Kesteloot and Abdelkader Haddi and Chafika Djelal-Dantec},
url = {https://link.springer.com/article/10.1007%2Fs40999-018-0287-y},
doi = {10.1007/s40999-018-0287-y},
issn = {2383-3874},
year = {2018},
date = {2018-01-01},
journal = {International Journal of Civil Engineering},
volume = {16},
number = {11},
pages = {1523-1532},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2018Article de journal ER3 Auteurs : B., Nekkaa; Djebbara, Benzerga; Haddi, Abdelkader Damage analysis of corroded pipelines reinforced by composite materials Dans: International Review of Mechanical Engineering, vol. 12, no. 3, p. 249-254, 2018, (ACL). Liens @article{,
title = {Damage analysis of corroded pipelines reinforced by composite materials},
author = {Nekkaa B. and Benzerga Djebbara and Abdelkader Haddi},
url = {https://www.praiseworthyprize.org/jsm/index.php?journal=ireme&page=article&op=view&path[]=21393},
doi = {10.15866/ireme.v12i3.13447},
year = {2018},
date = {2018-01-01},
journal = {International Review of Mechanical Engineering},
volume = {12},
number = {3},
pages = {249-254},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2018Article de journal ER3 Auteurs : Cheikh, Khadija El; Djelal-Dantec, Chafika; Vanhove, Yannick; Pizette, Patrick; Rémond, Sébastien Experimental and numerical study of granular medium-rough wall interface friction Dans: Advanced Powder Technology, vol. 29, no. 1, p. 130 - 141, 2018, ISSN: 0921-8831, (ACL). Résumé | Liens @article{ELCHEIKH2018130,
title = {Experimental and numerical study of granular medium-rough wall interface friction},
author = {Khadija El Cheikh and Chafika Djelal-Dantec and Yannick Vanhove and Patrick Pizette and Sébastien Rémond},
url = {http://www.sciencedirect.com/science/article/pii/S0921883117304168},
doi = {https://doi.org/10.1016/j.apt.2017.10.020},
issn = {0921-8831},
year = {2018},
date = {2018-01-01},
journal = {Advanced Powder Technology},
volume = {29},
number = {1},
pages = {130 - 141},
abstract = {Wall roughness plays a crucial role in granular medium - rough wall interface friction. In this study, an experimental device has been designed to study the influence of boundary conditions, more specifically wall roughness, on the behavior of sheared granular medium. The study is based on use of an analog model, and consists of simulating roughness by means of notches and grains in the medium by monodisperse beads and on use of a numerical model based on the discrete element method. The test protocol entails displacing at fixed speed notched rods under confined granular medium. Movement of the beads layer near the rods as well as friction of the beads against the rods are both studied herein. Results indicate that the parameter controlling friction at the granular medium - rough wall interface is primarily the depth of beads embedment in surface asperities. The objective of the associated numerical modeling is to supplement the experimental results.},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
Wall roughness plays a crucial role in granular medium - rough wall interface friction. In this study, an experimental device has been designed to study the influence of boundary conditions, more specifically wall roughness, on the behavior of sheared granular medium. The study is based on use of an analog model, and consists of simulating roughness by means of notches and grains in the medium by monodisperse beads and on use of a numerical model based on the discrete element method. The test protocol entails displacing at fixed speed notched rods under confined granular medium. Movement of the beads layer near the rods as well as friction of the beads against the rods are both studied herein. Results indicate that the parameter controlling friction at the granular medium - rough wall interface is primarily the depth of beads embedment in surface asperities. The objective of the associated numerical modeling is to supplement the experimental results. |
2018Conférence ER3 Auteurs : Libessart, Laurent; Lahlou, Amine; Djelal-Dantec, Chafika; Vanhove, Yannick; Mateo, Sandrine Influence of the emulsions to the interface formwork/concrete 2nd Edition of the International Workshop on Durability and Sustainability of Concrete Structures (DSCS 2018), Moscow, Russia, 2018, (ACTI). @conference{Libe2018a,
title = {Influence of the emulsions to the interface formwork/concrete},
author = {Laurent Libessart and Amine Lahlou and Chafika Djelal-Dantec and Yannick Vanhove and Sandrine Mateo},
year = {2018},
date = {2018-06-01},
booktitle = {2nd Edition of the International Workshop on Durability and Sustainability of Concrete Structures (DSCS 2018)},
address = {Moscow, Russia},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2018Conférence ER3 Auteurs : Djelal-Dantec, Chafika; Vanhove, Yannick; Roussel, N; Gotteland, P; Darson, S; Borel, S New tests for Tremie Concrete EFFC/DFI/FNTP works, DFI/EFFC International Conference on Deep Foundations and Ground Improvement, Rome, Italy, 2018, (ACTI). @conference{Djel2018b,
title = {New tests for Tremie Concrete EFFC/DFI/FNTP works, DFI/EFFC},
author = {Chafika Djelal-Dantec and Yannick Vanhove and N Roussel and P Gotteland and S Darson and S Borel},
year = {2018},
date = {2018-06-01},
booktitle = {International Conference on Deep Foundations and Ground Improvement},
address = {Rome, Italy},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2018Conférence ER3 Auteurs : Fajfrowski, M; Djelal-Dantec, Chafika; Vanhove, Yannick Un nouvel instrument de caractérisation : le tribomètre béton Journées Internationales de Tribologie (JIFT 2018), Mines Paris Tech CEMEF, Sophia Antipolis, 2018, (ACTI). @conference{Fajf2018a,
title = {Un nouvel instrument de caractérisation : le tribomètre béton},
author = {M Fajfrowski and Chafika Djelal-Dantec and Yannick Vanhove},
year = {2018},
date = {2018-05-01},
booktitle = {Journées Internationales de Tribologie (JIFT 2018), Mines Paris Tech CEMEF},
address = {Sophia Antipolis},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2018Conférence ER3 Auteurs : Libessart, Laurent; Djelal-Dantec, Chafika; Joly, N; Vanhove, Yannick; Martin, P Utilisation des huiles recyclées pour le décoffrage du béton – Etude de l’esthétique des parements Journées d’Etude Techniques de l’Association Franco-Maghrebine de Mécanique et des Matériaux (AF3M), JET’2018, Marrakech, 2018, (ACTI). @conference{Libe2018b,
title = {Utilisation des huiles recyclées pour le décoffrage du béton – Etude de l’esthétique des parements},
author = {Laurent Libessart and Chafika Djelal-Dantec and N Joly and Yannick Vanhove and P Martin},
year = {2018},
date = {2018-05-01},
booktitle = {Journées d’Etude Techniques de l’Association Franco-Maghrebine de Mécanique et des Matériaux (AF3M), JET’2018},
address = {Marrakech},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2018Conférence ER3 Auteurs : Agnaou, E; Vanhove, Yannick; Djelal-Dantec, Chafika Correlating factors between rheometer for self-compacting concrete 12th fib International PhD-Symposium in Civil Engineering, Prague, 2018, (ACTI). @conference{Agna2018a,
title = {Correlating factors between rheometer for self-compacting concrete},
author = {E Agnaou and Yannick Vanhove and Chafika Djelal-Dantec},
year = {2018},
date = {2018-01-01},
booktitle = {12th fib International PhD-Symposium in Civil Engineering},
address = {Prague},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2018Conférence ER3 Auteurs : Agnaou, E; Vanhove, Yannick; Djelal-Dantec, Chafika Etude de l’influence des additions et des superplastifiants sur le comportement rhéologique des bétons autoplaçants à l’aide de trois rhéomètres 36èmes Rencontres Universitaires de Génie Civil, Saint Etienne, 2018, (ATCN). @conference{Agna2018b,
title = {Etude de l’influence des additions et des superplastifiants sur le comportement rhéologique des bétons autoplaçants à l’aide de trois rhéomètres},
author = {E Agnaou and Yannick Vanhove and Chafika Djelal-Dantec},
year = {2018},
date = {2018-01-01},
booktitle = {36èmes Rencontres Universitaires de Génie Civil},
address = {Saint Etienne},
note = {ATCN},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2018Conférence ER3 Auteurs : Vanhove, Yannick; Djelal-Dantec, Chafika Rheology of Tremie Concrete – Diaphragm wall and Pile-Driving Operations using Hollow Auger EFFC meeting, Federation of German Construction Industry, Berlin, 2018, (COM). @conference{Vanh2019d,
title = {Rheology of Tremie Concrete – Diaphragm wall and Pile-Driving Operations using Hollow Auger},
author = {Yannick Vanhove and Chafika Djelal-Dantec},
year = {2018},
date = {2018-01-01},
booktitle = {EFFC meeting, Federation of German Construction Industry},
address = {Berlin},
note = {COM},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
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2018Conférence ER3 Auteurs : Leussa, C Tchamo; Djangang, C Njiomou; Elimbi, A; Libessart, Laurent; Djelal-Dantec, Chafika Effects of aluminum hydroxide on the pozzolanic properties of kaolinitic clays The doctoral research and training unit for chemistry and application (URFD-CA) – PhD Students seminars in chemistry and application, Ed 2018, Yaoudé, Cameroun, 2018, (COM). @conference{Tcha2018a,
title = {Effects of aluminum hydroxide on the pozzolanic properties of kaolinitic clays},
author = {C Tchamo Leussa and C Njiomou Djangang and A Elimbi and Laurent Libessart and Chafika Djelal-Dantec},
year = {2018},
date = {2018-01-01},
booktitle = {The doctoral research and training unit for chemistry and application (URFD-CA) – PhD Students seminars in chemistry and application, Ed 2018},
address = {Yaoudé, Cameroun},
note = {COM},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2018Article de journal ER3 Auteurs : Cheikh, K El; Djelal-Dantec, Chafika; Vanhove, Yannick; Pizette, Patrick; Rémond, Sébastien Experimental and numerical study of granular medium-rough wall interface friction Dans: Advanced Powder Technology, vol. 29, no. 1, p. 130-141, 2018, (cited By 1). Liens @article{ElCheikh2018130b,
title = {Experimental and numerical study of granular medium-rough wall interface friction},
author = {K El Cheikh and Chafika Djelal-Dantec and Yannick Vanhove and Patrick Pizette and Sébastien Rémond},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032823309&doi=10.1016%2fj.apt.2017.10.020&partnerID=40&md5=611df63f3e46d6de1b710337441924f5},
doi = {10.1016/j.apt.2017.10.020},
year = {2018},
date = {2018-01-01},
journal = {Advanced Powder Technology},
volume = {29},
number = {1},
pages = {130-141},
note = {cited By 1},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
