Spatial Earth Pressure Analysis of V-Shaped Gully Shoulder Retaining Wall under Translational Mode-Reference-Cited by-同舟云学术

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Spatial Earth Pressure Analysis of V-Shaped Gully Shoulder Retaining Wall under Translational Mode

Published:2024-10 Issue:10 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Que Yun¹,Zhang Jisong²,Xie Zhe²,Chen Fuquan³^ORCID

Affiliation:

1. Professor, College of Civil Engineering, Fuzhou Univ., No. 2 Xueyuan Rd., University Town, Fuzhou 350116, China.

2. Master’s Student, College of Civil Engineering, Fuzhou Univ., No. 2 Xueyuan Rd., University Town, Fuzhou 350116, China.

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

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-10070

Reference29 articles.

1. Passive earth-pressure coefficients by upper-bound numerical limit analysis

2. Three-dimensional active earth pressure coefficients by upper bound numerical limit analysis

3. Numerical study of passive and active earth pressures of sands

4. Assessing the risk probability of the embankment seismic damage using Monte Carlo method;Che F.;Adv. Civ. Eng.,2020

5. Ding, J. S. 2011. Stability study of super high fills subjected to multi-layered and multi-directional loadings over V-shaped gully. Chongqing, China: Chongqing Jiaotong Univ.

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