Estimation of Active Earth Pressure on Inclined Retaining Wall Based on Simplified Principal Stress Trajectory Method-Reference-Cited by-同舟云学术

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Estimation of Active Earth Pressure on Inclined Retaining Wall Based on Simplified Principal Stress Trajectory Method

Published:2019-07 Issue:7 Volume:19 Page:06019011
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cao Wengui¹,Liu Tao²,Xu Zan³

Affiliation:

1. Professor, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

2. Ph.D. Candidate, College of Civil Engineering, Hunan Univ., Changsha 410082, China (corresponding author).

3. Ph.D. Candidate, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001447

Reference33 articles.

1. Estimation of Passive Earth Pressure against Rigid Retaining Wall Considering Arching Effect in Cohesive-Frictional Backfill under Translation Mode

2. Seismic passive resistance by pseudo-dynamic method

3. Analysis of Arching in Soil-Passive State

4. Passive Earth Pressures with Various Wall Movements

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1. Analysis of the Active Earth Pressure of Sandy Soil under the Translational Failure Mode of Rigid Retaining Walls Near Slopes;KSCE Journal of Civil Engineering;2024-09-13

2. Analytical solution for displacement-dependent active earth pressure considering the stiffness of cantilever retaining structure in cohesionless soil;Computers and Geotechnics;2024-06

3. Study on active earth pressure of narrow backfill of balance weight retaining wall under translational displacement mode;Developments in the Built Environment;2024-04

4. Nonlinear description of active earth pressure for finite backfill based on principal stress trajectory method subjected to steady unsaturated seepage;Computers and Geotechnics;2023-06

5. Theoretical and Numerical Analysis of Cohesive-Frictional Backfill against Battered Retaining Wall under Active Translation Mode;International Journal of Geomechanics;2023-06

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