Characteristics of a Large-Scale Deep Foundation Pit Excavated by the Central-Island Technique in Shanghai Soft Clay. II: Top-Down Construction of the Peripheral Rectangular Pit-Reference-Cited by-同舟云学术

Characteristics of a Large-Scale Deep Foundation Pit Excavated by the Central-Island Technique in Shanghai Soft Clay. II: Top-Down Construction of the Peripheral Rectangular Pit

Published:2013-11 Issue:11 Volume:139 Page:1894-1910
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Tan Yong¹,Wang Dalong²

Affiliation:

1. Associate Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, People's Republic of China (corresponding author).

2. Senior Engineer, Shanghai Geotechnical Investigations and Design Institute Company Limited, 681 Xiao-Mu-Qiao Rd., Shanghai 200032, People's Republic of 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.1943-5606.0000929

Reference32 articles.

1. Displacement Flexibility Number for Multipropped Retaining Wall Design

2. 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.

3. Di G. E. (2009). “Design and construction of an over-sized deep excavation by central-island technique.” M.S. thesis Tongji Univ. Shanghai China.

4. Observed Performance of a Deep Excavation in Clay

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