Undrained HM bearing capacity of hybrid foundations in spatially variable soils-Reference-Cited by-同舟云学术

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Undrained HM bearing capacity of hybrid foundations in spatially variable soils

Published:2024-09 Issue: Volume:173 Page:106552
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Hentati Amal,Selmi Mbarka,Kormi Tarek

Publisher

Elsevier BV

Reference31 articles.

1. API. 2011. “(American Petroleum Institute). API RP 2GEO: Geotechnical and foundation design considerations, 1st ed. American Petroleum Institute.” In.

2. Numerical modelling of a hybrid skirted foundation under combined loading;Bienen;Comput. Geotech.,2012

3. The undrained capacity of skirted strip foundations under combined loading;Bransby;Géotechnique,2009

4. The horizontal-moment capacity of embedded foundations in undrained soil;Bransby;Can. Geotech. J.,2011

5. Probabilistic capacity analysis of suction caissons in spatially variable clay;Charlton;Comput. Geotech.,2016

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