Face Stability Analysis for a Shield Tunnel in Anisotropic Sands-Reference-Cited by-同舟云学术

Face Stability Analysis for a Shield Tunnel in Anisotropic Sands

Published:2020-05 Issue:5 Volume:20 Page:04020043
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Wei¹,Zhang Chengping²

Affiliation:

1. Ph.D. Student, Key Laboratory for Urban Underground Engineering of the Education Ministry, Beijing Jiaotong Univ., Beijing 100044, China.

2. Professor, Key Laboratory for Urban Underground Engineering of the Education Ministry, Beijing Jiaotong Univ., Beijing 100044, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001666

Reference51 articles.

1. Characterization of Failure in Cross-Anisotropic Soils

2. Study of the effect of soil anisotropy on slope stability using method of slices

3. Inherent anisotropy in a sand

4. Homogeneous and layered sand in triaxial compression

5. Shallow Tunnels in Cohesionless Soil: Stability of Tunnel Face

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