Analysis of Laterally Loaded Rock-Socketed Shafts Considering the Nonlinear Behavior of Both the Soil/Rock Mass and the Shaft-Reference-Cited by-同舟云学术

Analysis of Laterally Loaded Rock-Socketed Shafts Considering the Nonlinear Behavior of Both the Soil/Rock Mass and the Shaft

Published:2017-03 Issue:3 Volume:143 Page:06016025
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chen Jin-Jian¹,Zeng Fan-Yun²,Wang Jian-Hua³,Zhang Lianyang⁴

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., Shanghai 200240, China.

2. Dept. of Civil Engineering, Shanghai Jiao Tong Univ., Shanghai 200240, China.

3. Professor, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., Shanghai 200240, China.

4. Associate Professor, Dept. of Civil Engineering and Engineering Mechanics, Univ. of Arizona, Tucson, AZ 85721 (corresponding author).

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.1943-5606.0001610

Reference24 articles.

1. ACI (American Concrete Institute). (2011). “Building code requirements for structural concrete (ACI 318-11) and commentary.” ACI 318-11 Farmington Hills MI.

2. Case History Evaluation of Laterally Loaded Piles

3. A continuum-based model for analysis of laterally loaded piles in layered soils

4. Analysis of Laterally Loaded Shafts in Rock

5. Behavior of large-diameter rock-socketed piles under lateral loads;Chen J. J.;Int. J. Offshore Polar Eng.,2011

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