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Effects of Soil Type on Single Pile-Soil Gap and Force Acting on Pile Body under Low Cyclic Loading

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成果类型:
期刊论文、会议论文
作者:
Xiao, Xiao;Heng, Yi
通讯作者:
Xiao, X
作者机构:
[Xiao, Xiao; Heng, Yi] Univ South China, Sch Civil Engn, Hengyang 421001, Peoples R China.
[Xiao, Xiao] Univ South China, Yangtze River Delta Zhuji Res Inst Co LTD, Zhuji 311800, Peoples R China.
通讯机构:
[Xiao, X ] U
Univ South China, Sch Civil Engn, Hengyang 421001, Peoples R China.
Univ South China, Yangtze River Delta Zhuji Res Inst Co LTD, Zhuji 311800, Peoples R China.
语种:
英文
关键词:
Bending moments;Numerical models;Reliability analysis;Shearing;Soil testing;Soils;Comparison analysis;Degree of separation;Lateral displacements;Maximum bending moments;Non-linear numerical model;Nonlinear mechanical properties;Numerical analysis models;Pile-soil interface;Piles
期刊:
IOP Conference Series: Earth and Environmental Science
ISSN:
1755-1307
年:
2020
卷:
455
期:
1
页码:
012049
会议名称:
6th International Conference on Environmental Science and Civil Engineering, ESCE 2020
会议论文集名称:
IOP Conference Series-Earth and Environmental Science
会议时间:
4 January 2020 through 5 January 2020
会议地点:
Nanchang, PEOPLES R CHINA
会议主办单位:
[Xiao, Xiao;Heng, Yi] Univ South China, Sch Civil Engn, Hengyang 421001, Peoples R China.^[Xiao, Xiao] Univ South China, Yangtze River Delta Zhuji Res Inst Co LTD, Zhuji 311800, Peoples R China.
出版地:
DIRAC HOUSE, TEMPLE BACK, BRISTOL BS1 6BE, ENGLAND
出版者:
Institute of Physics Publishing
基金类别:
The authors would like to thank Education Department of Hunan Province and University of South China for their financial support by Projects (2018JG027) and (2016XQD47).
机构署名:
本校为第一且通讯机构
院系归属:
土木工程学院
摘要:
OpenSees software was be used in this paper as an analysis platform to establish a single pile-soil nonlinear numerical model. The nonlinear mechanical properties of pile nonlinearity and pile-soil gap were being mainly considered in the model. The accuracy of the numerical model was verified by combining the full-scale quasi-static test results of a single pile, which from the literature results, showed that the established numerical analysis model could accurately simulate experimental hysteresis curves of the single pile and the sliding beha...

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