@inproceedings{leng:hal-02536684,
TITLE = {Bearing capacity of rigidly capped pile group in purely cohesive soils using finite element limit analysis},
AUTHOR = {Leng, K. and Graine, N. and Hjiaj, Mohammed and Krabbenhoft, K.},
URL = {https://univ-rennes.hal.science/hal-02536684},
BOOK
TITLE = {7th International Conference on Earthquake Geotechnical Engineering, ICEGE 2019},
ADDRESS = {Roma, Italy},
EDITOR = {Silvestri F.Moraci N.},
PUBLISHER = {CRC Press/Balkema},
PAGES = {3552-3559},
YEAR = {2019},
MONTH = Jan, KEYWORDS = {Bearing capacity ; Bearings (machine parts) ; Dynamic loads ; Earthquakes ; Finite element method ; Geotechnical engineering ; Numerical methods ; Soils ; Empirical equations ; Failure envelope ; Finite element limit analysis ; Foundation systems ; Numerical results ; Static and dynamic loads ; Ultimate bearing capacity ; Upper and lower bounds ; Piles},
HAL_ID = {hal-02536684},
HAL_VERSION = {v1},
}