Wall and Ground Movements due to Deep Excavations in Shanghai Soft Soils

Author:

Wang J. H.122,Xu Z. H.122,Wang W. D.122

Affiliation:

1. Professor, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., 1954 Huashan Rd., Shanghai 200030, People’s Republic of China (corresponding author).

2. Senior Engineer, Dept. of Underground Structure and Geotechnical Engineering, East China Architectural Design and Research Institute Co., Ltd., 4/F, 220 Middle Sichuan Rd., Shanghai 200002, People’s Republic of China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference25 articles.

1. A flexibility number for the displacement controlled design of multi propped retaining walls;Addenbrooke T. I.;Ground Eng.,1994

2. Burland J. B. Simpson B. and St. John H. D. (1979). “Movements around excavations in London clay.” Proc. 7th European Conf. on Soil Mechanics and Foundation Engineering Brighton U.K. 13–29.

3. Carder D. R. (1995). “Ground movements caused by different embedded retaining wall construction techniques.” TRL Rep. No . 172 Transport Research Laboratory Crowthorne U.K.

4. Clough G. W. and O’Rourke T. D. (1990). “Construction induced movements of in situ walls.” Proc. ASCE Conf. on Design and Performance of Earth Retaining Structures ASCE New York 439–470.

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

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