A new stability analysis model for wet-dry sensitive rocks surrounding underground excavations based on disturbed state concept theory-Reference-Cited by-同舟云学术

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A new stability analysis model for wet-dry sensitive rocks surrounding underground excavations based on disturbed state concept theory

Published:2024-02 Issue: Volume:174 Page:105653
ISSN:1365-1609
Container-title:International Journal of Rock Mechanics and Mining Sciences
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences

Author:

Huang Ming,Jiang Song,Zhang Yuanchao,Jiang Yujing,Zhang Xudong,Xu Chaoshui

Publisher

Elsevier BV

Reference40 articles.

1. Numerical modelling of masonry joints degradation in built tunnels;Idris;Tunn Undergr Space Technol,2009

2. Analysis of time-dependent deformation in tunnels using the Convergence-Confinement Method;Paraskevopoulou;Tunn Undergr Space Technol,2018

3. New creep constitutive model for soft rocks and its application in the prediction of time-dependent deformation in tunnels;Huang;Int J GeoMech,2020

4. Predicting long-term stability of tunnels considering rock mass weathering and deterioration of primary support;Showkati;Tunn Undergr Space Technol,2021

5. Assessment of weathering processes effect on engineering properties of Alvand granitic rocks (west of Iran), based on weathering indices;Khanlari;Environ Earth Sci,2012

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