Field Test and Numerical Analysis on Deformation Response of H-Type Antislide Pile: Case Study of Longjiayan Landslide, China-Reference-Cited by-同舟云学术

Field Test and Numerical Analysis on Deformation Response of H-Type Antislide Pile: Case Study of Longjiayan Landslide, China

Author:

Zhang Hao¹,Xing Haofeng²,Liu Liangliang¹,Luo Yong³

Affiliation:

1. Ph.D. Candidate, Dept. of Geotechnical Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China.

2. Associate Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

3. Senior Engineer, Dept. of Geology Survey and Design, Guizhou Transportation Planning Survey and Design Academy Co. Ltd., Guiyang 550001, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Social Sciences,General Environmental Science,Civil and Structural Engineering

Link

Reference27 articles.

2. Chinese Standards. 2006. Specification of design and construction for landslide stabilization. DZ/T0219-2006. Beijing: Chinese Standards.

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