Analysis of Tunnel Support Requirements Using Deterministic and Probabilistic Approaches in Average Quality Rock Mass-Reference-Cited by-同舟云学术

Analysis of Tunnel Support Requirements Using Deterministic and Probabilistic Approaches in Average Quality Rock Mass

Published:2018-04 Issue:4 Volume:18 Page:04018017
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Tiwari Gaurav¹,Pandit Bhardwaj²,Latha Gali Madhavi³,Sivakumar Babu G. L.³

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Indian Institute of Science, Bangalore 560012, India (corresponding author).

2. Ph.D. Student, Dept. of Civil Engineering, Indian Institute of Science, Bangalore 560012, India.

3. Professor, Dept. of Civil Engineering, Indian Institute of Science, Bangalore 560012, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001113

Reference33 articles.

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2. Ground reaction curves for tunnels excavated in different quality rock masses showing several types of post-failure behaviour

3. Strength, deformation and conductivity coupling of rock joints

4. Barton N. R. Lien R. and Lunde J. (1977). “Estimation of support requirements for underground excavations.” Proc. 16th U.S. Symp. Rock Mechanics Design Methods in Rock Mechanics C. Fairhurst and S. L. Crouch eds. ASCE Reston VA 163–177.

5. Engineering geological studies and tunnel support design at Sulakyurt dam site, Turkey

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