New Method for Computing Slip-Line Fields and Earth-Pressure Coefficients in Cohesionless Backfills-Reference-Cited by-同舟云学术

New Method for Computing Slip-Line Fields and Earth-Pressure Coefficients in Cohesionless Backfills

Published:2023-01 Issue:1 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Huan-huan¹,Zhu Da-yong²,Ling Dao-sheng³

Affiliation:

1. Postdoctoral Fellow, Institute of Geotechnical Engineering, Zhejiang Univ., 866 Yuhangtang Rd., West Lake District, Hangzhou 310058, China; School of Civil Engineering and Architecture, NingboTech Univ., 1 Qianhu South Rd., Ningbo 315100, China.

2. Professor, School of Civil Engineering and Architecture, NingboTech Univ., 1 Qianhu South Rd., Ningbo 315100, China; Ningbo Research Institute, Zhejiang Univ., 1 Qianhu South Rd., Ningbo 315100, China (corresponding author).

3. Professor, Institute of Geotechnical Engineering, Zhejiang Univ., 866 Yuhangtang Rd., West Lake District, Hangzhou 310058, China; School of Civil Engineering and Architecture, NingboTech Univ., 1 Qianhu South Rd., Ningbo 315100, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002618

Reference22 articles.

1. A spreadsheet-based technique to calculate the passive soil pressure based on the log-spiral method

2. Chen, W. F. 1975. Limit analysis and soil plasticity. Amsterdam, Netherlands: Elsevier.

3. Essai sur une application des règles de maximis & minimis à quelques problèmes de statique, relatifs à l’architecture;Coulomb C. A.;Mémoites de I’ Académie Royale des Sciences présentés par divers Savans,1776

4. Passive Earth Pressures: Theories and Tests

5. Earth Pressures with Sloping Backfill

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