Stability Analyses of Shallow Rectangular Tunnels in Anisotropic and Nonhomogeneous Soils Using a Kinematic Approach-Reference-Cited by-同舟云学术

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Stability Analyses of Shallow Rectangular Tunnels in Anisotropic and Nonhomogeneous Soils Using a Kinematic Approach

Published:2024-07 Issue:7 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zou Jin-Feng¹,Peng Zhong-Zheng²

Affiliation:

1. School of Civil Engineering, Central South Univ., No. 22, Shaoshan South Rd., Changsha, Hunan Province 410075, People’s Republic of China.

2. School of Civil Engineering, Central South Univ., No. 22, Shaoshan South Rd., Changsha, Hunan Province 410075, People’s Republic of China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8959

Reference52 articles.

1. Undrained stability of wide rectangular tunnels

2. Stability of rectangular tunnel in Hoek–Brown rocks under steady-state groundwater flow

3. Stability of rectangular tunnel in anisotropic cohesionless soil under steady-state groundwater flow

4. Stability Coefficients for Earth Slopes

5. Shear failure of anisotropic materials;Casagrande A.;J. Boston Soc. Civ. Eng.,1944

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1. Three-Dimensional Active and Passive Seismic Stability Analysis of Shallow Shield Tunnel Faces;International Journal of Geomechanics;2024-10

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