Three-dimensional upper bound limit analysis of a deep soil-tunnel subjected to pore pressure based on the nonlinear Mohr-Coulomb criterion-Reference-Cited by-同舟云学术

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Three-dimensional upper bound limit analysis of a deep soil-tunnel subjected to pore pressure based on the nonlinear Mohr-Coulomb criterion

Published:2019-08 Issue: Volume:112 Page:293-301
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Yu Li,Lyu Cheng,Wang Mingnian,Xu Tianyuan

Funder

China Railway Corporation Science and Technology Research and Development

Sichuan Science and Technology Plan Project

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference24 articles.

1. Stability of a shallow circular tunnel in cohesionless soil;Potts;Geotechnique,1977

2. Pacheco de Assis. Effect of soil–infilled joints on the stability of rock wedges formed in a tunnel roof;Indraratna;Int J Rock Mech Min Sci,2010

3. Face stability analysis of circular tunnels driven by a pressurized shield;Dias;J Geotech Geoenviron Eng,2009

4. Probabilistic analysis and design of circular tunnels against face stability;Dias;Int J Geomech,2009

5. Probabilistic analysis of circular tunnels in homogeneous soil using response surface methodology;Dias;J Geotech Geoenviron Eng,2009

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