A hydro-mechanical closed form solution for the minimum safety thickness of water‑resistant rock in a karst tunnel under drag force in the connected fracture-Reference-Cited by-同舟云学术

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A hydro-mechanical closed form solution for the minimum safety thickness of water‑resistant rock in a karst tunnel under drag force in the connected fracture

Published:2024-10 Issue: Volume:152 Page:105921
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Qian Rui,Zhang Qianqi,Xiao Qianfeng,Fu Wenxi,Lv Guangchao,Ye Fei

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference44 articles.

1. A thermo-hydromechanical displacement discontinuity method to model fractures in high-pressure, high-temperature environments;Abdollahipour;Renew. Energy,2020

2. Time-dependent crack propagation in a poroelastic medium using a fully coupled hydromechanical displacement discontinuity method;Abdollahipour;Int. J. Fract.,2016

3. Analysis method and design charts for bolt reinforcement of the tunnel face in cohesive-frictional soils;Anagnostou;Tunn Undergr Sp Tech.,2015

4. Prediction of compressive and tensile strength of limestone via genetic programming;Baykasoğlu;Expert Syst. Appl.,2008

5. Application of the comprehensive forecast system for water-bearing structures in a karst tunnel: a case study;Bu;B Eng Geol Environ.,2019

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