On the dynamic stability of tunnel roof in nonuniform rock/soils characterized by nonlinear Mohr envelope-Reference-Cited by-同舟云学术

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On the dynamic stability of tunnel roof in nonuniform rock/soils characterized by nonlinear Mohr envelope

Published:2024-03 Issue: Volume:145 Page:105490
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Qin Changbing^ORCID,Li Yueyang,Shi Yusha,Dai Chenyu,Zhang Wengang

Publisher

Elsevier BV

Reference29 articles.

1. Shear strength and stress–strain behavior of Athabasca oil sand at elevated temperatures and pressure;Agar;Can. Geotech. J.,1985

2. Nonlinear Mohr envelopes based on triaxial data;Baker;J. Geotech. Geoenviron. Eng.,2004

3. Limit analysis and soil plasticity;Chen,1975

4. Limit analysis of collapse mechanisms in cavities and tunnels according to the Hoek-Brown failure criterion;Fraldi;Int. J. Rock Mech. Min. Sci.,2009

5. Analytical solutions for collapse mechanisms in tunnels with arbitrary cross sections;Fraldi;Int. J. Solids Struct.,2010

Cited by 3 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. Study on fracture characteristics of surrounding rock of twin tunnels under various crack inclination and location conditions;International Journal of Impact Engineering;2024-12

2. Roof stability analysis for a shallow-buried cylindrical tunnel in Hoek-Brown rock strata;Computers and Geotechnics;2024-11

3. Probabilistic analysis of width-limited 3D slope considering spatial variability of Hoek–Brown rock masses;Rock Mechanics and Rock Engineering;2024-07-19

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