Performance of a Deep Excavation and Its Effect on Adjacent Tunnels in Shanghai Soft Clay-Reference-Cited by-同舟云学术

Performance of a Deep Excavation and Its Effect on Adjacent Tunnels in Shanghai Soft Clay

Published:2016-12 Issue:6 Volume:30 Page:04016041
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Liu G. B.¹,Huang P.²,Shi J. W.³,Ng C. W. W.⁴

Affiliation:

1. Professor, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

2. Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

3. Lecturer, Key Laboratory of Geomechanics and Embankment Engineering of the Ministry of Education, Geotechnical Engineering Research Center of Jiangsu Province, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China; formerly, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong, China (corresponding author).

4. Chair 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/%28ASCE%29CF.1943-5509.0000891

Reference27 articles.

1. Clough G. W. and O’Rourke T. D. (1990). “Construction induced movements of in-situ walls.” Geotechnical Special Publication: Design and Performance of Earth Retaining Structures (GSP 25) ASCE Reston VA 439–470.

2. Central Artery/Tunnel Project Excavation Induced Ground Deformations

3. Shape of ground surface settlement profiles caused by excavation

4. Three-dimensional numerical analysis of deep excavations with cross walls

5. Design and construction of a deep excavation in soft soils adjacent to the Shanghai Metro tunnels

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