Passive and Active Earth Pressures in Unsaturated Soils under Transient Flow Using a Curved Failure Mechanism-Reference-Cited by-同舟云学术

Passive and Active Earth Pressures in Unsaturated Soils under Transient Flow Using a Curved Failure Mechanism

Published:2023-07 Issue:7 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Peng Jun-guo¹,Vahedifard Farshid²^ORCID

Affiliation:

1. Assistant Professor, School of Civil Engineering, Lanzhou Univ. of Technology, Lanzhou, Gansu 730050, China.

2. CEE Advisory Board Endowed Professor and Professor, Richard A. Rula School of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS 39762 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8085

Reference39 articles.

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3. Theoretical analysis of the stability of slopes;Baker R.;Geotechnique,1978

4. Caquot, A., and F. Kerisel. 1948. Tables for the calculation of passive pressure, active pressure, and bearing capacity of foundations. Paris: Gauthier-Villars.

5. Analysis of passive earth pressure for unsaturated retaining structures;Deng B.;Int. J. Geomech.,2019

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