A Simplified Method for One-Dimensional Consolidation of Unsaturated Soils-Reference-Cited by-同舟云学术

A Simplified Method for One-Dimensional Consolidation of Unsaturated Soils

Published:2023-01 Issue:1 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cheng Tao¹,Yan Keqin²,Hu Renjie³,Zheng Junjie⁴,Zhang Yi⁵,Jin Lei⁶,Liu Jungang⁶

Affiliation:

1. Professor, School of Civil Engineering, Hubei Polytechnic Univ., Huangshi 435003, China (corresponding author).

2. Professor, School of Civil Engineering, Hubei Polytechnic Univ., Huangshi 435003, China.

3. Graduate Research Assistant, School of Civil Engineering, Hubei Polytechnic Univ., Huangshi 435003, China.

4. Professor, Institute of Geotechnical and Underground Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China.

5. Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

6. Associate Professor, School of Civil Engineering, Hubei Polytechnic Univ., Huangshi 435003, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002602

Reference31 articles.

1. Settlement rate of foundations on unsaturated soils

2. The Use of Pore-Pressure Coefficients in Practice

3. Bishop A. W. and D. J. Henkel. 1957. The measurement of soil properties in the triaxial test. Coefficient of Internal Friction. London: Edward Arnold.

4. Semi-analytical and semi-numerical method for plane strain consolidation of double-layer foundation considering stress paths

5. Semi-analytical and semi-numerical method for the single soil layer consolidation problem;Cheng T.;Eng. Comput.,2017

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