Stability Analysis of a Shield Tunnel in Unsaturated Soil Considering the Soil Arch Effect-Reference-Cited by-同舟云学术

Stability Analysis of a Shield Tunnel in Unsaturated Soil Considering the Soil Arch Effect

Published:2024-04 Issue:4 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cui Xiaopu¹^ORCID,Li Pengfei²^ORCID,Wu Jie³,Wei Yingjie⁴

Affiliation:

1. Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China. ORCID: .

2. Professor, Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China (corresponding author). ORCID: .

3. Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

4. China Railway 14th Bureau Group Co. Ltd., Jinan 250014, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8709

Reference60 articles.

1. The contribution of horizontal arching to tunnel face stability

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

3. Face stability conditions with earth-pressure-balanced shields

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

5. Centrifugal model tests on face failure of earth pressure balance shield induced by steady state seepage in saturated sandy silt ground

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