Theoretical and Numerical Analysis of Cohesive-Frictional Backfill against Battered Retaining Wall under Active Translation Mode-Reference-Cited by-同舟云学术

Theoretical and Numerical Analysis of Cohesive-Frictional Backfill against Battered Retaining Wall under Active Translation Mode

Published:2023-06 Issue:6 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Sarfaraz Hassan¹^ORCID,Khosravi Mohammad Hossein²^ORCID,Pipatpongsa Thirapong³^ORCID

Affiliation:

1. School of Mining Engineering, College of Engineering, Univ. of Tehran, Tehran 1439957131, Iran. ORCID: .

2. School of Mining Engineering, College of Engineering, Univ. of Tehran, Tehran 1439957131, Iran; Dept. of Mining Engineering, Faculty of Engineering, Univ. of Birjand, Birjand 9717434765, Iran (corresponding author). ORCID: .

3. Dept. of Urban Management, Kyoto Univ., Kyoto 615-8540, Japan. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8392

Reference34 articles.

1. A Numerical Study of the Active Earth Pressure on a Rigid Retaining Wall for Various Modes of Movements

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

3. Calculation of passive earth pressure using the simplified principal stress trajectory method on rigid retaining walls

4. Lateral earth pressures behind rotating walls

5. Active Earth Pressure against Inverted T-Type Retaining Walls under Translation Mode

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