Failure Investigation at a Collapsed Deep Excavation in Very Sensitive Organic Soft Clay-Reference-Cited by-同舟云学术

Failure Investigation at a Collapsed Deep Excavation in Very Sensitive Organic Soft Clay

Published:2015-06 Issue:3 Volume:29 Page:04014078
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Chen R. P.¹,Li Z. C.²,Chen Y. M.³,Ou C. Y.⁴,Hu Q.⁵,Rao M.⁶

Affiliation:

1. Professor, Ministry of Education Key Laboratory of Soft Soils and Geoenvironmental Engineering, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.

2. Ph.D. Candidate, Ministry of Education Key Laboratory of Soft Soils and Geoenvironmental Engineering, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.

3. Professor, Ministry of Education Key Laboratory of Soft Soils and Geoenvironmental Engineering, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China (corresponding author).

4. Professor, Dept. of Construction Engineering, National Taiwan Univ. of Science and Technology, Taipei, Taiwan 10672, Republic of China.

5. Associate Professor, College of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou 310014, China.

6. Senior Engineer, East China Construction Engineering Corporation of Zhejiang, 997 Gudun Rd., Hangzhou 310030, 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.1943-5509.0000557

Reference22 articles.

1. The use of the Slip Circle in the Stability Analysis of Slopes

2. Bjerrum L. (1972). “Embankments on soft ground state-of-the-report.” Proc. ASCE Specialty Conf. on Performance of Earth and Earth-Supported Structures Vol. 2 ASCE Reston VA 1–54.

3. Stability of strutted excavations in clay

4. Evaluation of Factors of Safety against Basal Heave for Deep Excavations in Soft Clay Using the Finite-Element Method

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