Numerical simulating of pre-grouting in multi-jointed rock mass in deep coalmine roadway excavated via TBM-Reference-Cited by-同舟云学术

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Numerical simulating of pre-grouting in multi-jointed rock mass in deep coalmine roadway excavated via TBM

Published:2023-02 Issue: Volume:154 Page:105166
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Xue Xinran,Zhang Kai,Ma Bailong,Xiao Fangyuan,Jiang Tao

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference56 articles.

1. Development of a 3D equivalent continuum model for deformation analysis of systematically jointed rock masses;Agharazi;University of Alberta,2013

2. Strength, deformation and conductivity coupling of rock joints;Barton;Int. J. Rock Mech. Min. Sci. Geomech. Abstr.,1985

3. Influence of stress path on tunnel excavation response - numerical tool selection and modeling strategy;Cai;Tunn. Undergr. Space Technol.,2008

4. Application of the Mohr-Coulomb yield criterion for rocks with multiple joint sets using fast Lagrangian analysis of continua 2D (FLAC2D) software;Chang;Energies,2018

5. Influence of fracture scale heterogeneity on the flow properties of three-dimensional discrete fracture networks (DFN);de Dreuzy;J. Geophys. Res.: Solid Earth,2012

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2. Study on the deformation failure mechanism and coupling support technology of soft rock roadways in strong wind oxidation zones;Engineering Failure Analysis;2024-02

3. Transfer learning for collapse warning in TBM tunneling using databases in China;Computers and Geotechnics;2024-02

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5. Investigation of the Feasibility of Increasing the Tail-grouting Zone during Mechanized Tunneling in Sandy Soils;Periodica Polytechnica Civil Engineering;2023-11-08

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