Numerical study of the bearing capacity of the hybrid skirted foundations in silty sand under combined loading-Reference-Cited by-同舟云学术

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Numerical study of the bearing capacity of the hybrid skirted foundations in silty sand under combined loading

Published:2024-09 Issue: Volume:150 Page:104129
ISSN:0141-1187
Container-title:Applied Ocean Research
language:en
Short-container-title:Applied Ocean Research

Author:

Cheng Haojia,Zhou Mi^ORCID,Niu Fujun,Zhang Xihong^ORCID,Tian Yinghui,Li Jinhui

Publisher

Elsevier BV

Reference49 articles.

1. Foundation design of skirted foundations and anchors in clay;Andersen,1999

2. API (American PetroleumInstitute), 2011. Geotechnical and foundation design considerations. API RP 2GEO.

3. Non-linear soil stiffness in routine design;Atkinson;Géotechnique,2000

4. Bearing behavior and earth pressure distribution for modified suction caissons in sand under inclined loading;Bai;Marine Georesour. Geotechnol.,2021

5. Undrained response of bucket foundations to moment loading;Barari;Appl. Ocean Res.,2012

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