Active Earth Pressure of Narrow Backfill on Inverted T-Type Retaining Walls under Translation Mode-Reference-Cited by-同舟云学术

Active Earth Pressure of Narrow Backfill on Inverted T-Type Retaining Walls under Translation Mode

Published:2021-11 Issue:11 Volume:21 Page:04021222
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Xu Li¹^ORCID,Zhang Yan-bin²,Chen Fu-quan³^ORCID,Lin Yu-jian⁴^ORCID

Affiliation:

1. College of Civil Engineering, Fuzhou Univ., No. 2 Xueyuan Rd., Univ. Town, Fuzhou 350116, China. ORCID: .

2. M.Sc. Student, College of Civil Engineering, Fuzhou Univ., No. 2 Xueyuan Rd., Univ. Town, Fuzhou 350116, China.

3. Professor, College of Civil Engineering, Fuzhou Univ., No. 2 Xueyuan Rd., Univ. Town, Fuzhou 350116, China (corresponding author). ORCID: .

4. Ph.D. Candidate, College of Civil Engineering, Fuzhou Univ., No. 2 Xueyuan Rd., Univ. Town, Fuzhou 350116, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002176

Reference32 articles.

1. ACI (American Concrete Institute). 2008. Building code requirements for structural concrete (ACI 318-08) and commentary. Farmington Hills, MI: ACI.

2. Bowles, J. E. 1992. Engineering properties of soils and their measurement. New York: McGraw-Hill.

3. Active earth pressure of narrow cohesive backfill on rigid retaining wall of rotation about the bottom

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

5. Active Earth Pressure against Rigid Retaining Walls Subjected to Confined Cohesionless Soil

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