Three-Dimensional Analysis of Circular Tunnel Headings Using Broms and Bennermark’s Original Stability Number-Reference-Cited by-同舟云学术

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Three-Dimensional Analysis of Circular Tunnel Headings Using Broms and Bennermark’s Original Stability Number

Published:2020-07 Issue:7 Volume:20 Page:06020015
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Shiau Jim¹,Al-Asadi Fadhil²

Affiliation:

1. Senior Lecturer, School of Civil Engineering and Surveying, Univ. of Southern Queensland, Toowoomba, QLD 4350, Australia (corresponding author).

2. Ph.D. Student, School of Civil Engineering and Surveying, Univ. of Southern Queensland, Toowoomba, QLD 4350, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001734

Reference27 articles.

1. Undrained stability of wide rectangular tunnels

2. Undrained stability of shallow square tunnel;Assadi A.;J. Geotech. Eng.,1991

3. Stability of an undrained plane strain heading revisited

4. Stability of clay at vertical openings;Broms B. B.;J. Soil Mech. Found. Div.,1967

5. The stability of shallow tunnels and underground openings in cohesive material

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