An improved method of active earth pressure on rigid retaining wall under movement modes considering arching effects-Reference-Cited by-同舟云学术

An improved method of active earth pressure on rigid retaining wall under movement modes considering arching effects

Published:2022-12-12 Issue:3 Volume:47 Page:410-424
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Num Anal Meth Geomechanics

Author:

Fan Ling¹,Zheng Zhuyan²³⁴^ORCID,Peng Shuquan¹,Zhou Jian¹,Shen Tianli²³⁴,Wan Hua⁵,Ma Hongling²³⁴

Affiliation:

1. Central South University School of Resources and Safety Engineering Changsha China

2. Chinese Academy of Sciences State Key Laboratory for Geomechanics and Geotechnical Engineering Institute of Rock and Soil Mechanics Chinese Academy of Sciences Wuhan Hubei China

3. University of the Chinese Academy of Sciences Institute of Rock and Soil Mechanics Beijing China

4. Hubei Key Laboratory of Geo‐Environmental Engineering Institute of Rock and Soil Mechanics Chinese Academy of Sciences Wuhan China

5. Hunan Road and Bridge Construction Group Co., Ltd. Changsha China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3475

Reference38 articles.

1. On the stability of loose earth;Rankine WJM;Proc R Soc Lond.,1856

2. Experimental investigation of the pressure of a loose medium on retaining walls with a vertical back face and horizontal backfill surface

3. Experimental Study on Earth Pressure of Retaining Wall by Field Tests

4. Static Earth Pressures with Various Wall Movements

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