@inproceedings{0a1fa5241e4e4c27a607913205837c78,
title = "Dimensionnement sous sollicitation sismique de sols de fondations renforc{\'e}s par inclusions rigides",
abstract = "This communication is devoted to the stability analysis of an embankment lying over a pile-reinforced soil when subjected to a seismic loading. It is based on the implementation of a multiphase model developed in the framework of yield design, then extended to elastoplasticity. The results of the analysis are compared to those derived from a direct 3-dimensional elastoplastic simulation performed with Flac3D.",
keywords = "Elastoplasticity, Multiphase model, Rigid inclusions, Seismic loading, Soil reinforcement, Yield design",
author = "Son, \{Q. Thai\} and G. Hassen and \{De Buhan\}, P. and Okyay, \{U. S.\} and D. Dias",
year = "2009",
month = dec,
day = "1",
doi = "10.3233/978-1-60750-031-5-606",
language = "Fran{\c c}ais",
isbn = "9781607500315",
series = "Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering",
pages = "606--609",
booktitle = "Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering",
note = "17th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2009 ; Conference date: 05-10-2009 Through 09-10-2009",
}