Microstructurally Related Model for Predicting Behavior of Unsaturated Soils with Double Porosity in Triaxial Space-Reference-Cited by-同舟云学术

Microstructurally Related Model for Predicting Behavior of Unsaturated Soils with Double Porosity in Triaxial Space

Published:2022-12 Issue:12 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wu Tianchi¹,Cai Guoqing²,Cleall Peter³^ORCID,Tripathy Snehasis⁴

Affiliation:

1. Ph.D. Student, School of Engineering, Cardiff Univ., Cardiff CF24 3AA, UK.

2. Professor, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China (corresponding author).

3. Professor, School of Engineering, Cardiff Univ., Cardiff CF24 3AA, UK. ORCID:

4. Professor, School of Engineering, Cardiff Univ., Cardiff CF24 3AA, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002569

Reference35 articles.

1. Influence of macro-pores on DNAPL migration in double-porosity soil using light transmission visualization method;Alazaiza M. Y. D.;Transp. Porous Media,2017

2. Almahbobi, S. A. 2018. Experimental study of volume change and shear strength behaviour of statically compacted collapsible soil. Cardiff, UK: Cardiff Univ.

3. A microstructurally based effective stress for unsaturated soils

4. Drying response and effective stress in a double porosity aggregated soil

5. The principle of effective stress;Bishop A. W.;Tek. Ukebl.,1959

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