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The failure mechanism and construction practice of large underground caverns in steeply dipping layered rock masses

  • Published:2019-02 Issue: Volume:250 Page:45-64
  • ISSN:0013-7952
  • Container-title:Engineering Geology
  • language:en
  • Short-container-title:Engineering Geology

Author:

Zhou Yang-Yi,Xu Ding-Ping,Gu Gong-Kai,Liu Ke,Wan Liang-Peng,Wang Tuan-Le,Yang Jin-Bao

Funder

Chinese Natural Science Foundation

China Postdoctoral Science Foundation

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference48 articles.

1. A continuum model of layered rock masses with non-associative joint plasticity;Adhikary;Int. J. Numer. Anal. Methods Geomech.,1998

2. Fundamentals of rock joint deformation;Bandis;Int. J. Rock Mech. Min. Sci.,1983

3. Support of large rock caverns in Norway;Broch;Tunn. Undergr. Space Technol.,1996

4. In-situ rock spalling strength near excavation boundaries;Cai;Rock Mech. Rock. Eng.,2014

5. Determination of residual strength parameters of jointed rock masses using the GSI system;Cai;Int. J. Rock Mech. Min. Sci.,2007
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