Analysis of one‐dimensional nonlinear rheological consolidation of saturated clay considering self‐weight stress and Swartzendruber's flow rule-Reference-Cited by-同舟云学术

Analysis of one‐dimensional nonlinear rheological consolidation of saturated clay considering self‐weight stress and Swartzendruber's flow rule

Published:2022-02-24 Issue:7 Volume:46 Page:1205-1223
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Num Anal Meth Geomechanics

Author:

Cui Penglu¹²³^ORCID,Cao Wengui¹²³^ORCID,Xu Zan¹²³,Wei Yunbo¹²³,Li Huixin¹²³

Affiliation:

1. College of Civil Engineering Hunan University Changsha China

2. Key Laboratory of Building Safety and Energy Efficiency, Ministry of Education Hunan University Changsha China

3. National International Joint Research Center for Building Safety and Environment Hunan University Changsha China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

Reference39 articles.

2. The consolidation of soft clay‐a new consolidation theory and its application;Mikasa M;Equations,1965

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