Effect of initial water content on undrained shear strength of K0 consolidated clay-Reference-Cited by-同舟云学术

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Effect of initial water content on undrained shear strength of K0 consolidated clay

Published:2021-10 Issue:5 Volume:61 Page:1453-1463
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Yin Jie,Zhang Ke,Geng Weijuan,Gaamom Abdullah,Xiao Jian

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference36 articles.

1. Mechanical properties of reconstituted Bothkennar clay;Allman;Géotechnique,1992

2. Pore pressure: Stress ratio relationship for soft Bangkok clay;Balasubramaniam;Soils Found.,1992

3. Assessment of the effects of initial water contents on the pore pressure response of reconstituted clays;Bian;European Journal of Environmental and Civil Engineering,2017

4. The undrained shear strength anisotropy of four Jurassic to Eocene stiff clays;Brosse;Géotechnique,2017

5. On the compressibility and shear strength of natural clays;Burland;Géotechnique,1990

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