Observed Behaviors of a Long and Deep Excavation Constructed by Cut-and-Cover Technique in Shanghai Soft Clay-Reference-Cited by-同舟云学术

Observed Behaviors of a Long and Deep Excavation Constructed by Cut-and-Cover Technique in Shanghai Soft Clay

Published:2012-01 Issue:1 Volume:138 Page:69-88
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Tan Yong¹²,Wei Bin¹²

Affiliation:

1. Assistant Professor, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, P.R. China (corresponding author).

2. Senior Engineer, China Railway Er-yuan Engineering Group Co., Ltd., Floor 24, Haili Building, 88 Dapu Rd., Shanghai 200023, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000553

Reference46 articles.

1. Three-Dimensional Responses Observed in an Internally Braced Excavation in Soft Clay

2. Boscardin M. D. Cording E. J. and O’Rourke T. D. (1978). “Case studies of building behavior in response to adjacent excavation.” Final Rep. Prepared for U.S. Dept. of Transportation Rep. No. UMTA-IL-06-0043-78-2 University of Illinois Urbana IL.

3. Clough G. W. Smith E. M. and Sweeney B. P. (1989). “Movement control of excavation support system by iterative design.” Proc. Foundation Engineering: Current principals and practices Vol. 2 ASCE New York 869–884.

4. Observed Performance of a Deep Excavation in Clay

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