Three-Dimensional Face Stability Analysis of Deep and Shallow Tunnels in Rock Masses-Reference-Cited by-同舟云学术

Three-Dimensional Face Stability Analysis of Deep and Shallow Tunnels in Rock Masses

Published:2021-10 Issue:10 Volume:21 Page:04021193
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Seghateh Mojtahedi Alireza¹^ORCID,Imani Meysam²^ORCID,Fahimifar Ahmad³

Affiliation:

1. M.Sc. Graduate, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology, Garmsar Campus, Garmsar 35818-67461, Iran. ORCID: .

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology, Garmsar Campus, Garmsar 35818-67461, Iran (corresponding author). ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology, Tehran 15875-4413, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002152

Reference46 articles.

1. Ultimate Bearing Capacity of Rock Mass Foundations Subjected to Seepage Forces Using Modified Hoek–Brown Criterion

2. The contribution of horizontal arching to tunnel face stability

3. The face stability of slurry-shield-driven tunnels

4. Broere W. 2001. “Tunnel face stability and new CPT applications.” Ph.D. thesis Dept. of Geoscience and Engineering Delf University Press.

5. Stability of Clay at Vertical Opening

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