A log-spiral limit equilibrium analysis for passive earth pressure under the effect of unsaturated seepage conditions-Reference-Cited by-同舟云学术

A log-spiral limit equilibrium analysis for passive earth pressure under the effect of unsaturated seepage conditions

Published:2022-02-26 Issue:1 Volume:27 Page:374-392
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Li Yunong¹²,Liu Chang¹²

Affiliation:

1. Key Laboratory of Green Construction and Intelligent Maintenance for Civil Engineering of Hebei Province, Yanshan University, Qinhuangdao, Hebei Province, People’s Republic of China

2. School of Civil Engineering & Mechanics, Yanshan University, Qinhuangdao, Hebei Province, People’s Republic of China

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2022.2043942

Reference41 articles.

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

2. Theoretical analysis of the stability of slopes

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

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