A Semianalytical Model for Three-Dimensional Stability Analysis of Potentially Rotational Slopes in Unsaturated Soils-Reference-Cited by-同舟云学术

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A Semianalytical Model for Three-Dimensional Stability Analysis of Potentially Rotational Slopes in Unsaturated Soils

Published:2022-10 Issue:10 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Qian Ze-Hang¹^ORCID,Wang Long²,Sun De-An³,Zou Jin-Feng⁴

Affiliation:

1. School of Civil Engineering, Central South Univ., No.22, Shaoshan South Rd., Changsha 410075, China (corresponding author). ORCID: .

2. School of Environment and Civil Engineering, Jiangnan Univ., No. 1800 Lihu Ave., Wuxi 214122, China.

3. Dept. of Civil Engineering, Shanghai Univ., No. 99, Shangda Rd., Shanghai 200444, China.

4. School of Civil Engineering, Central South Univ., No.22, Shaoshan South Rd., Changsha 410075, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002540

Reference56 articles.

1. New 3D Analytical Solution for Modeling Transient Unsaturated Flow Due to Wetting and Drying

2. Earthquake-induced slope displacements in heterogeneous soils with tensile strength cut-off

3. A three-dimensional slope stability analysis method using the upper bound theorem

4. Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods

5. Probabilistic Assessment of Slope Stability That Considers the Spatial Variability of Soil Properties

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1. Three-dimensional blow-out stability analysis of shield tunnel face in anisotropic and heterogeneous soils;Tunnelling and Underground Space Technology;2023-01

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