New Approach to the Design of Tunnels in Squeezing Ground-Reference-Cited by-同舟云学术

New Approach to the Design of Tunnels in Squeezing Ground

Published:2014-02 Issue:1 Volume:14 Page:110-117
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Scussel D.¹,Chandra S.²

Affiliation:

1. Lecturer, School of Civil Engineering, Surveying, and Construction, College of Agriculture, Engineering, and Science, Univ. of KwaZulu-Natal, Durban 4041, South Africa (corresponding author).

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology, Kanpur 208016, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000294

Reference30 articles.

1. Al-Ajmi A. M. and Zimmerman R. W. (2007). “The Mogi-Coulomb true-triaxial failure criterion and some implications for rock engineering.” Proc. 11th Int. Society for Rock Mechanics Congress Taylor & Francis London 475–486.

2. Some new Q-value correlations to assist in site characterisation and tunnel design

3. Barton N. R. Lien R. and Lunde J. (1974). “Engineering classification of rock masses for the design of tunnel support.” Rock Mech. Rock Eng. 6(4) 189–236.

4. Brown E. T. (2008). “Estimating the mechanical properties of rock masses.” Proc. 1st Southern Hemisphere Int. Rock Mechanics Symp.: SHIRMS 2008 Vol. 1 Perth WA Australia 3–21.

5. Elasto-plastic solution of tunnel problems using the generalized form of the hoek–brown failure criterion

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