Long-term cyclic behavior of soft clay under different variable confining pressures and partially drained conditions-Reference-Cited by-同舟云学术

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Long-term cyclic behavior of soft clay under different variable confining pressures and partially drained conditions

Published:2022-03 Issue: Volume:33 Page:100723
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Tong Junhao,Wu Tingyu,Guo Lin,Yuan Zonghao,Jin Hongxu

Funder

National Natural Science Foundation of China

Natural Science Foundation of Zhejiang Province

National Key Research and Development Program of China

National Defense Basic Scientific Research Program of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference31 articles.

1. Cyclic deformation behaviour of natural K0-consolidated soft clay under different stress paths;Sun;J Cent South Univ,2015

2. Elastoplastic model for the long-term behavior modeling of unbound granular materials in flexible pavements;Chazallon;Int J Geomech,2006

3. Behavior of amorphous peaty soil under long-term cyclic loading;Chen;Int J Geomech,2018

4. Deformation characteristics of overconsolidated clay sheared under constant and variable confining pressure;Gu;Soils Found,2016

5. Undrained deformation behavior of saturated soft clay under long-term cyclic loading;Guo;Soil Dyn Earthq Eng,2013

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