Rock Cracking Indices for Improved Tunnel Support Design: A Case Study for Columnar Jointed Rock Masses-Reference-Cited by-同舟云学术

Rock Cracking Indices for Improved Tunnel Support Design: A Case Study for Columnar Jointed Rock Masses

Published:2016-01-11 Issue:6 Volume:49 Page:2115-2130
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Feng Xia-Ting,Hao Xian-Jie,Jiang Quan,Li Shao-jun,Hudson John A.

Funder

Failure Mechanism and Risk Assessmentof Huge Cavern Group Influenced by Staggered Zone

Risk Assessment and Design Method for Huge Cavern Group and Deep Tunnel

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s00603-015-0903-y.pdf

Reference38 articles.

1. Al Hallak R (2000) Experimental study of the stability of a tunnel face reinforced by bolts. Geotech Aspect Underground Constr Soft Ground, Balkema, Rotterdam, pp 65–68

2. Alejano LR, Alonso E, Rodríguez-Dono A et al (2010) Application of the convergence-confinement method to tunnels in rock masses exhibiting Hoek-Brown strain-softening behaviour. Int J Rock Mech Min Sci 47(1):150–160

3. Barton N, Løset F, Lien R et al (1981) Application of Q-system in design decisions concerning dimensions and appropriate support for underground installations. Subsurf Space 2:553–561

4. Bernaud D, Maghous S, De Buhan P et al (2009) A numerical approach for design of bolt-supported tunnels regarded as homogenized structures. Tunn Undergr Space Technol 24(5):533–546

5. Bhawani S, Viladkar MN, Samadhiya NK et al (1995) A semi-empirical method for the design of support systems in underground openings. Tunn Undergr Space Technol 10(3):375–383

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