Semianalytical Solution for Earth Pressure of Narrow Granular Backfill with a Log-Spiral Failure Surface behind Retaining Walls under Translational Mode-Reference-Cited by-同舟云学术

Semianalytical Solution for Earth Pressure of Narrow Granular Backfill with a Log-Spiral Failure Surface behind Retaining Walls under Translational Mode

Published:2023-09 Issue:9 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Ming-Guang¹,Chen Hao-biao²,Chen Jin-Jian³,Lin Tong⁴

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Shanghai Key Laboratory for Digital Maintenance of Buildings and Infrastructure, Shanghai Jiao Tong Univ., 800 Dongchuan Rd., Shanghai 200240, China.

2. Ph.D. Candidate, Dept. of Civil Engineering, Shanghai Key Laboratory for Digital Maintenance of Buildings and Infrastructure, Shanghai Jiao Tong Univ., 800 Dongchuan Rd., Shanghai 200240, China.

3. Professor, Dept. of Civil Engineering, Shanghai Key Laboratory for Digital Maintenance of Buildings and Infrastructure, Shanghai Jiao Tong Univ., 800 Dongchuan Rd., Shanghai 200240, China (corresponding author).

4. Graduate Student, Dept. of Civil Engineering, Shanghai Key Laboratory for Digital Maintenance of Buildings and Infrastructure, Shanghai Jiao Tong Univ., 800 Dongchuan Rd., Shanghai 200240, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8335

Reference39 articles.

1. Active Earth Pressure of Narrow Granular Backfill against Rigid Retaining Wall Near Rock Face under Translation Mode

2. Numerical and analytical study on active earth pressure against inverted T-type retaining walls rotating about the base

3. Seismic pseudo-static active earth pressure of narrow granular backfill against an inverted T-type retaining wall under translational mode;Chen F. Q.;Soil Dyn. Earthquake Eng.,2022

4. Solution to active earth pressure of narrow cohesionless backfill against rigid retaining walls under translation mode

5. Passive earth pressure of narrow cohesionless backfill against inclined rigid retaining walls under translation mode

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