Plane strain analysis in modelling three-dimensional tunnel excavations-Reference-Cited by-同舟云学术

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Plane strain analysis in modelling three-dimensional tunnel excavations

Published:1988-10 Issue:5 Volume:25 Page:331-337
ISSN:0148-9062
Container-title:International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts

Author:

Pan X.D.,Hudson J.A.

Publisher

Elsevier BV

Subject

General Engineering

Reference24 articles.

1. Two-dimensional elastoplastic analysis of a long cylindrical cavity under non-hydrostatic loading;Detournay;Int. J. Rock Mech. Min. Sci. & Geomech. Abstr.,1987

2. Closure analysis in deep tunnels;Sulem;Int. J. Rock Mech. Min. Sci. & Geomech. Abstr.,1987

3. Contribution to the problem of the design of tunnel support behind the face;Panet,1974

4. Analysis of convergence behind the face of a tunnel;Panet,1982

5. Time-dependent deformations in underground works;Panet,1979

Cited by 18 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. The Mechanical Behavior and Constitutive Model Study of Coarse-Grained Soil under Cyclic Loading–Unloading in Large-Scale Plane Strain Conditions;Buildings;2024-01-12

2. A conceptual three-dimensional frictional model to predict the effect of the intermediate principal stress based on the Mohr-Coulomb and Hoek-Brown failure criteria;International Journal of Rock Mechanics and Mining Sciences;2023-12

3. Three-dimensional stress rotation and control mechanism of deep tunneling incorporating generalized Zhang–Zhu strength-based forward analysis;Engineering Geology;2022-10

4. Numerical Modelling of Tunnels Excavated in Squeezing Ground Condition: A Case Study;Arabian Journal for Science and Engineering;2022-08-10

5. Three-dimensional tunnel face extrusion and reinforcement effects of underground excavations in deep rock masses;International Journal of Rock Mechanics and Mining Sciences;2022-02

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