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Damage evolution mechanisms of rock in deep tunnels induced by cut blasting

  • Published:2016-09 Issue: Volume:58 Page:257-270
  • ISSN:0886-7798
  • Container-title:Tunnelling and Underground Space Technology
  • language:en
  • Short-container-title:Tunnelling and Underground Space Technology

Author:

Xie L.X.,Lu W.B.,Zhang Q.B.,Jiang Q.H.,Wang G.H.,Zhao J.

Funder

Chinese National Programs for Fundamental Research and Development

Chinese National Science Fund for Distinguished Young Scholars

Chinese National Natural Science Foundation

Fundamental Research Funds for Central Universities

China Scholarship Council

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference44 articles.

1. On the application of rock mass quality for blasting in large underground chambers;Adhikari;Tunnell. Undergr. Space Technol.,1999

2. Studies of the effect of dynamic processes during explosive break-out upon the roof of mining excavations;Abuov;Int. J. Rock Mech. Min. Sci.,1988

3. Recent experiments in hard rock to study the excavation response: implications for the performance of a nuclear waste geological repository;Bäckblom;Tunnell. Undergr. Space Technol.,1999

4. Numerical simulation of stress wave induced fractures in rock;Banadaki;Int. J. Impact. Eng.,2012

5. Influence of stress path on tunnel excavation response–numerical tool selection and modeling strategy;Cai;Tunnell. Undergr. Space Technol.,2008

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