Influence of non-associated flow rule on face stability for tunnels in cohesive–frictional soils-Reference-Cited by-同舟云学术

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Influence of non-associated flow rule on face stability for tunnels in cohesive–frictional soils

Published:2022-03 Issue: Volume:121 Page:104320
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Zhang Mingju,Di Qiguang,Li Pengfei,Wei Yingjie,Wang Fan

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference55 articles.

1. Face failure in homogeneous and stratified soft ground: theoretical and experimental approaches on 1g EPBS reduced scale model;Berthoz;Tunn. Undergr. Space Technol.,2012

2. Shallow Tunnels in cohesionless soil: stability of tunnel face;Chambon;J. Geotech. Eng.,1994

3. Experimental study on face instability of shield tunnel in sand;Chen;Tunn. Undergr. Space Technol.,2013

4. An improved 3D wedge-prism model for the face stability analysis of the shield tunnel in cohesionless soils;Chen;Acta Geotech.,2015

5. Centrifugal model tests on face failure of earth pressure balance shield induced by steady state seepage in saturated sandy silt ground;Chen;Tunn. Undergr. Sp. Technol.,2018

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2. Stability Analysis of a Shield Tunnel in Unsaturated Soil Considering the Soil Arch Effect;International Journal of Geomechanics;2024-04

3. Three-dimensional stability analysis of tunnel face considering the upper partial failure in layered rock masses;Bulletin of Engineering Geology and the Environment;2024-03-12

4. Three-Dimensional Face Stability Assessments of Seismic Tunnels in Weak Rock Masses;KSCE Journal of Civil Engineering;2024-02-24

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