Predicting the undrained capacity of skirted spudcans under combined loading-Reference-Cited by-同舟云学术

Predicting the undrained capacity of skirted spudcans under combined loading

Published:2013-12 Issue: Volume:74 Page:178-188
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Vulpe Cristina,Bienen Britta,Gaudin Christophe

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference40 articles.

1. Bienen, B., Gaudin, C., Cassidy, M.J., Rausch, L., Purwana, O.A., Krisdani, H. (2012). Hybrid skirted foundation under combined loading. Comput. Geotech. 45, 127–139, 10.1016/j.compgeo.2012.05.009.

2. Bransby, M.F., Randolph, M.F. (1997). Shallow foundations subject to combined loading. In: Proceeding of the Ninth International Conference on Computer Methods and Advances in Geomechanics, Wuhan, 3: pp. 1947–1952.

3. Combined loading of skirted foundations;Bransby;Géotechnique,1998

4. The effect of embedment depth on the undrained response of skirted foundations to combined loading;Bransby;Soils Found.,1999

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

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