Numerical Investigation on Instability of Buildings Caused by Adjacent Deep Excavation-Reference-Cited by-同舟云学术

Numerical Investigation on Instability of Buildings Caused by Adjacent Deep Excavation

Published:2021-10 Issue:5 Volume:35 Page:04021040
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Xu Changjie¹,Yang Kaifang²,Fan Xiaozhen³,Ge Jiajia⁴,Jin Li⁴

Affiliation:

1. Professor, Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang Univ., 866 Yuhangtang Rd., Hangzhou 310058, PR China; Professor, School of Civil Engineering and Architecture, East China Jiaotong Univ., 808 Shuanggang East Ave., Nanchang 330013, PR China.

2. Ph.D. Student, Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang Univ., 866 Yuhangtang Rd., Hangzhou 310058, PR China (corresponding author).

3. Ph.D. Student, Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang Univ., 866 Yuhangtang Rd., Hangzhou 310058, PR China.

4. Senior Engineer, Dept. of Engineering, Zhejiang Hanghai Intercity Railway Co. Ltd., 178 Qianjiang Rd., Jiaxing 314400, PR 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.1943-5509.0001622

Reference32 articles.

1. Numerical investigation of optimized piled raft foundation for high-rise building in Germany

2. Small-strain stiffness in geotechnical analyses

3. Three-Dimensional Responses Observed in an Internally Braced Excavation in Soft Clay