Re-orientation of principal stresses during tunnel excavation: Model development and support strategy-Reference-Cited by-同舟云学术

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Re-orientation of principal stresses during tunnel excavation: Model development and support strategy

Published:2024-11 Issue: Volume:107 Page:591-613
ISSN:1110-0168
Container-title:Alexandria Engineering Journal
language:en
Short-container-title:Alexandria Engineering Journal

Author:

Du Shaohua^ORCID,Wu Genshui,Zhao Yaqian,Ma Liyao

Publisher

Elsevier BV

Reference39 articles.

1. Analysis of interaction between tunnels in soft ground by 3D numerical modeling;Chakeri;B. Eng. Geol. Environ.,2011

2. Unconfined compressive strength and failure behaviour of completely weathered granite from a fault zone;Du;J. Mt. Sci.,2024

3. Numerical modelling of three-dimension stress rotation ahead of an advancing tunnel face;Eberhardt;Int. J. Rock. Mech. Min. Sci.,2001

4. Calibration of coupled hydro-mechanical properties of grain-based model for simulating fracture process and associated pore pressure evolution in excavation damage zone around deep tunnels;Farahmand;J. Rock. Mech. Geotech.,2021

5. A closed-form solution for tunnels with arbitrary cross section excavated in elastic anisotropic ground;Tran;Rock. Mech. Rock. Eng.,2015

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