Predicting the ultimate bearing capacity of spudcan in stiff-over-soft clay based on a failure model varying with soil parameter-Reference-Cited by-同舟云学术

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Predicting the ultimate bearing capacity of spudcan in stiff-over-soft clay based on a failure model varying with soil parameter

Published:2024-07 Issue: Volume:148 Page:104026
ISSN:0141-1187
Container-title:Applied Ocean Research
language:en
Short-container-title:Applied Ocean Research

Author:

Li Xiaowu^ORCID,Zhang An,Zhang Qiyi,Li Dongxian

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference32 articles.

1. Experimental study of bearing capacity in layered clays;Brown,1969

2. Combining Upper bound and strain path methods for evaluating penetration resistance;Einav;Int. J. Numer. Methods Eng.,2005

3. Analysis of penetration resistance and mechanism of spudcan foundation in double-layered soil;Fan;J. Basic Sci. Eng.,2020

4. Bearing behaviour of spudcan foundation on uniform clay during deep penetration;Hossain,2004

5. PhD Thesis;Hossain,2008

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