Active Earth Pressure Calculation for a Translational Retaining Wall Considering the Influence of Basement Inverse Slope-Reference-Cited by-同舟云学术

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Active Earth Pressure Calculation for a Translational Retaining Wall Considering the Influence of Basement Inverse Slope

Published:2024-08 Issue:8 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chen Jianxu¹,Qian Bo²,Yu Mingdong³

Affiliation:

1. Lecture, School of Civil and Hydraulic Engineering, Xichang Univ., Xichang, Sichuan 615013, China.

2. Professor, School of Civil and Hydraulic Engineering, Xichang Univ., Xichang, Sichuan 615013, China (corresponding author).

3. Professor, School of Civil and Hydraulic Engineering, Xichang Univ., Xichang, Sichuan 615013, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9723

Reference23 articles.

1. Analytical solution for the active earth pressure of cohesionless soil behind an inclined retaining wall based on the curved thin-layer element method

2. Active earth pressure of retaining wall considering wall movement

3. Estimation of active earth pressure for limited width of soil using nonlinear failure criterion;Cong L.;Geotech. Geol. Eng.,2022

4. Coulomb, C. A. 1776. Essai sur Une Application des Règles de Maximis et Minimis Aquelques Problèmes de Statique, Relatifs a l’’architecture; Imprimerie Royale. [In French.] Paris: Royal Printing Office.

5. Static Earth Pressures with Various Wall Movements

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