Face Stability Evaluation of a TBM-Driven Tunnel in Heterogeneous Soil Using a Probabilistic Approach-Reference-Cited by-同舟云学术

Face Stability Evaluation of a TBM-Driven Tunnel in Heterogeneous Soil Using a Probabilistic Approach

Published:2015-12 Issue:6 Volume:15 Page:04014095
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Eshraghi Arash¹,Zare Shokrollah²

Affiliation:

1. Formerly, M.Sc. Student, Dept. of Mining, Petroleum, and Geophysics Engineering, Shahrood Univ., 3619995161 Shahrood, Iran (corresponding author).

2. Assistant Professor, Dept. of Mining, Petroleum, and Geophysics Engineering, Shahrood Univ., 3619995161 Shahrood, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000452

Reference22 articles.

1. Evaluation of tunnel face stability by transparent soil models

2. Stability of a shallow circular tunnel in cohesionless soil

3. Baumann T. Sternath R. and Schwarz J. (1997). “Face stability of tunnels in soft rock—Possibilities for the computational analysis.” Proc. 14th Int. Conf. of Soil Mechanics and Foundation Engineering Vol. 3 Balkema Rotterdam Netherlands 1389–1392.

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