Laboratory Test of EPB Shield Tunneling in Mixed-Face Conditions-Reference-Cited by-同舟云学术

Laboratory Test of EPB Shield Tunneling in Mixed-Face Conditions

Published:2021-09 Issue:9 Volume:21 Page:04021161
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Hu Xiongyu¹,Wang Jun²,Fu Wei³,Ju J. Woody⁴,He Chuan⁵,Fang Yong⁶^ORCID

Affiliation:

1. Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China; Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 900124.

2. Researcher, Sichuan Provincial Transport Dept. Highway Planning, Survey, Design and Research Institute, Chengdu 610031, China.

3. Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh, PA 15260.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 900124.

5. Professor, Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China.

6. Professor, Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002098

Reference64 articles.

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3. Ata, A. A. 1996. “Ground settlements induced by slurry shield tunnelling in stratified soils.” In Vol. 1 of Proc., North American Tunnelling, edited by I. Ozdemir, 43–50. Rotterdam, Netherlands: A.A. Balkema.

4. Stability of a shallow circular tunnel in cohesionless soil;Atkinson J. H.;Géotechnique,1977

5. Centrifugal model tests on shallow tunnels in sand;Atkinson J. H.;Tunnels Tunnelling,1977

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