Is Basal Reinforcement Essential for Long and Narrow Subway Excavation Bottoming Out in Shanghai Soft Clay?-Reference-Cited by-同舟云学术

Is Basal Reinforcement Essential for Long and Narrow Subway Excavation Bottoming Out in Shanghai Soft Clay?

Published:2019-05 Issue:5 Volume:145 Page:05019002
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Tan Yong¹,Wei Bin²,Lu Ye³,Yang Bo⁴

Affiliation:

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

2. Senior Engineer, CREEC East China Survey and Design Co., Ltd., Floor 24, Haili Bldg., 88 Dapu Rd., Shanghai 200023, PR China.

3. Associate Professor, Dept. of Civil Engineering, Shanghai Univ., 99 Shangda Rd., Shanghai 200444, PR China (corresponding author).

4. Graduate Student, Dept. of Geotechnical Engineering, College of Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, PR 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.1943-5606.0002028

Reference28 articles.

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

2. Three-Dimensional Effects for Supported Excavations in Clay

3. Ground Movement Prediction for Deep Excavations in Soft Clay

4. Observed Performance of a Deep Multistrutted Excavation in Shanghai Soft Clays

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