Failure Probability of Transverse Surface Settlement Induced by EPB Shield Tunneling in Clayey Soils-Reference-Cited by-同舟云学术

Failure Probability of Transverse Surface Settlement Induced by EPB Shield Tunneling in Clayey Soils

Published:2018-09 Issue:3 Volume:4 Page:04018030
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

Author:

Zhou Jianjun¹,Chen Diming²,Wang Dongyuan³,Zhang Lu-Lu⁴,Zhang Li-Min⁵

Affiliation:

1. Senior Engineer, State Key Laboratory of Shield Machine and Boring Technology, Zhengzhou 450001, China.

2. Graduate Student, Dept. of Structural Engineering, Univ. of California at San Diego, La Jolla, CA 92093.

3. Professor, Dept. of Geotechnical Engineering, Southwest Jiaotong Univ., Chengdu 610031, China (corresponding author).

4. Professor, Dept. of Civil Engineering, Shanghai Jiaotong Univ., Shanghai 200240, China.

5. Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/AJRUA6.0000981

Reference54 articles.

1. Subsidence above shallow tunnels in soft ground;Atkinson J. H.;J. Geotech. Eng. Div.,1977

2. Attewell P. B. 1978. “Ground movements caused by tunneling in the soil.” In Proc. Int. Conf. on Large Movements and Structures edited by J. D. Geddes 812–948. London: Pentech.

3. Attewell P. B. 1981. “Engineering contract site investigation and surface movements.” In Proc. Tunneling Works Soft Ground Tunneling Failure and Displacements edited by D. Resendis and M. P. Romo 5–12. Rotterdam Netherlands: A.A. Balkema.

4. Ground Deformations Resulting from Shield Tunnelling in London Clay

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