Semianalytical Method for Controlling the Deformation of Retaining Structures Subjected to Asymmetrical Loads-Reference-Cited by-同舟云学术

Semianalytical Method for Controlling the Deformation of Retaining Structures Subjected to Asymmetrical Loads

Published:2024-04 Issue:4 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ding Haibin¹,Wan Qiwei¹,Xu Changjie¹,Fan Xiaozhen²,Tong Lihong³^ORCID

Affiliation:

1. State Key Laboratory of Performance Monitoring and Guarantee of Rail Transportation Infrastructure, East China Jiaotong Univ., Nanchang, Jiangxi 330013, China; Institute of Geotechnical Engineering, School of Civil Engineering and Architecture, East China Jiaotong Univ., Nanchang, Jiangxi 330013, China.

2. Engineering College, Zhejiang Univ. City College, Hangzhou, Zhejiang, 310015, China.

3. State Key Laboratory of Performance Monitoring and Guarantee of Rail Transportation Infrastructure, East China Jiaotong Univ., Nanchang, Jiangxi 330013, China; Institute of Geotechnical Engineering, School of Civil Engineering and Architecture, East China Jiaotong Univ., Nanchang, Jiangxi 330013, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9090

Reference43 articles.

1. Eighteenth Canadian geotechnical colloquium: Limit states design for foundations. Part I. An overview of the foundation design process;Becker D. E.;Can. Geotech. J.,1997

2. Numerical analyses of active earth pressure on rigid retaining wall;Chen Y. K.;Chin. J. Rock Mech. Eng.,2004

3. Earth Pressures

4. Fan X. Z. 2021. “Stress-deformation mechanism and deformation-controlled design theory of braced retaining structure under asymmetrical excavation”. thesis Zhejiang Univ.

5. Passive Earth Pressures with Various Wall Movements

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