An Improved Failure Model Considering the Arching Effect for Tunnel Face Stability in a Weak and Fractured Rock Mass-Reference-Cited by-同舟云学术

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An Improved Failure Model Considering the Arching Effect for Tunnel Face Stability in a Weak and Fractured Rock Mass

Published:2024-06 Issue:6 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Kong Desen¹,Teng Sen²^ORCID,Shi Jian³,Zhao Mingkai³

Affiliation:

1. College of Civil Engineering and Architecture, Shandong Univ. of Science and Technology, Qingdao, Shandong 266590, China; Shandong Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong Univ. of Science and Technology, Qingdao, Shandong 266590, China.

2. College of Civil Engineering and Architecture, Shandong Univ. of Science and Technology, Qingdao, Shandong 266590, China; Shandong Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong Univ. of Science and Technology, Qingdao, Shandong 266590, China (corresponding author). ORCID: .

3. College of Civil Engineering and Architecture, Shandong Univ. of Science and Technology, Qingdao, Shandong 266590, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9028

Reference41 articles.

1. Evaluation of tunnel face stability by transparent soil models

2. The contribution of horizontal arching to tunnel face stability

3. Analysis method and design charts for bolt reinforcement of the tunnel face in cohesive-frictional soils

4. Shallow Tunnels in Cohesionless Soil: Stability of Tunnel Face

5. Face stability analysis of shallow shield tunnels in dry sandy ground using the discrete element method

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