Longitudinal Sliding Event during Excavation of Feng-Qi Station of Hangzhou Metro Line 1: Postfailure Investigation-Reference-Cited by-同舟云学术

Longitudinal Sliding Event during Excavation of Feng-Qi Station of Hangzhou Metro Line 1: Postfailure Investigation

Published:2018-08 Issue:4 Volume:32 Page:04018039
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Tan Yong¹,Jiang Weizhen²,Luo Wenjun³,Lu Ye⁴,Xu Changjie⁵

Affiliation:

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

2. Graduate Student, Dept. of Geotechnical Engineering, College of Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, P.R. China.

3. Associate Professor, School of Civil Engineering and Architecture, East China Jiaotong Univ., 808 Shuanggang East Ave., Nanchang 330013, P.R. China.

4. Associate Professor, Dept. of Civil Engineering, Shanghai Univ., 99 Shang-Da Rd., Shanghai 200444, P.R. China.

5. Professor, School of Civil Engineering and Architecture, East China Jiaotong Univ., 808 Shuanggang East Ave., Nanchang 330013, P.R. China; Professor, Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang Univ., Hangzhou, Zhejiang 310058, P.R. 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.1943-5509.0001181

Reference61 articles.

1. Two-dimensional deep-seated slope stability analysis of embankments over stone column-improved soft clay

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

3. Cracking in Walls of a Building Adjacent to a Deep Excavation

4. Sinkhole Inspection, Safety Analyses, and Remedial Measures of Kayabelen Embankment Dam

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