Analysis of time-dependent bearing capacity of pile foundation in marine soft soil region considering non-Darcy flow-Reference-Cited by-同舟云学术

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Analysis of time-dependent bearing capacity of pile foundation in marine soft soil region considering non-Darcy flow

Published:2024-08 Issue: Volume:306 Page:118122
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Ma Ke,Gao Zi-qing,Zhang Yi,Zong Meng-fan,Wu Wen-bing,Mei Guo-xiong,Zong Zhong-ling

Funder

National Natural Science Foundation of China

Natural Science Research of Jiangsu Higher Education Institutions of China

Publisher

Elsevier BV

Reference45 articles.

1. Dem analysis of crushing evolution in cemented granular materials during pile penetration;Benmebarek;Comput. Geotech.,2023

2. Compression and permeability relationships in high water content clays;Berilgen;Appl. Clay Sci.,2006

3. Shaft friction of piles in clay--a simple fundamental approach;Burland;Ground Eng.,1973

4. Dynamic analysis of free-falling penetrometers in soil deposits;Carter;GeoFlorida 2010: Advances in Analysis, Modeling & Design,2010

5. Cone penetration-induced pore pressure distribution and dissipation;Chai;Comput. Geotech.,2014

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1. Analysis of accelerated consolidation effect of permeable pipe pile using coupled MPM-FEM method and continuous drainage boundary condition;Computers and Geotechnics;2024-12

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