Slip-Line Solution for the Active Earth Pressure of Narrow and Layered Backfills against Inverted T-Type Retaining Walls Rotating about the Base-Reference-Cited by-同舟云学术

Slip-Line Solution for the Active Earth Pressure of Narrow and Layered Backfills against Inverted T-Type Retaining Walls Rotating about the Base

Published:2023-05 Issue:5 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wang Yan¹^ORCID,Chen Hao-biao²,Jiang Guo-ping³,Chen Fu-quan⁴^ORCID

Affiliation:

1. Lecturer, School of Engineering, Fujian Jiangxia Univ., Fuzhou 350108, China. ORCID: .

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

3. Professor, School of Engineering, Fujian Jiangxia Univ., Fuzhou 350108, China.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-7866

Reference26 articles.

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

2. Active earth pressure against inverted T-type retaining walls under translation mode;Chen F. Q.;Int. J. Geomech.,2021

3. Seismic lateral earth pressure coefficients for c–φ soils by slip line method

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;Fryman S.;J. Geotech. Eng.,1987

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