The upper-bound solution for vertical bearing capacity of the suction caisson in a three-layer soil seabed-Reference-Cited by-同舟云学术

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The upper-bound solution for vertical bearing capacity of the suction caisson in a three-layer soil seabed

Published:2024-11 Issue: Volume:311 Page:118854
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Wei Tongzhong,Zhang Xiaoqin^ORCID,Liu Yunsheng,Wang Yin^ORCID

Publisher

Elsevier BV

Reference47 articles.

1. Petroleum and Natural Gas Industries—specific Requirements for Offshore Structures. Part 4—Geotechnical and Foundation Design Considerations,2011

2. Installation resistance and bearing capacity of a shallow skirted foundation in clay;Acosta-Martinez,2010

3. Investigating the response of offshore foundations in soft clay soils;Byrne,2002

4. Combined loading of skirted foundations;Bransby;Geotechnique,1998

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

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