Failure Mechanism and Active Earth Pressure of Narrow Backfills behind Retaining Structures Rotating about the Base-Reference-Cited by-同舟云学术

Failure Mechanism and Active Earth Pressure of Narrow Backfills behind Retaining Structures Rotating about the Base

Published:2024-05 Issue:5 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chen Hao-Biao¹^ORCID,Chen Fu-Quan²^ORCID,Chen Chang³^ORCID,Lai Dao-Liang³^ORCID

Affiliation:

1. Ph.D. Candidate, College of Civil Engineering, Fuzhou Univ., No. 2 Xueyuan Rd., Fuzhou 350116, China; Dept. of Civil Engineering, Shanghai Key Laboratory for Digital Maintenance of Buildings and Infrastructure, Shanghai Jiao Tong Univ., Shanghai 200240, China. ORCID: .

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

3. Graduate Student, College of Civil Engineering, Fuzhou Univ., No. 2 Xueyuan Rd., Fuzhou 350116, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9370

Reference28 articles.

1. Lateral earth pressures behind rotating walls

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

3. Numerical and analytical study on active earth pressure against inverted T-type retaining walls rotating about the base;Chen F.-Q.;Acta Geotech.,2022

4. Essais sur une application des regles des maximis et minimis a quelques problems de statique relatits a l’architecture;Coulomb C. A.;Memoires de L’Academie Royale des Sciences Presentes par Divers Savans,1776

5. Earth Pressure on Retaining Walls Near Rock Faces

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