Application of Similarity Theory in Pile-Net Composite Foundation

被引：0
|
作者：
Wang Ruifang [1 ,2 ]
Pi Juhua [3 ]
机构：
[1] Wuhan Univ Sci & Technol, Dept Civil Engn, Urban Construct Coll, Wuhan 430070, Hubei, Peoples R China
[2] Wuhan Univ, Coll Civil & Architecture Engn, Wuhan 430072, Hubei, Peoples R China
[3] Ezhou Univ Hubei, Dept Civil Engn, Wuhan 430060, Hubei, Peoples R China
来源：
CIVIL ENGINEERING IN CHINA - CURRENT PRACTICE AND RESEARCH REPORT | 2010年
关键词：
similarity theory; model test; dimension analysis; stress ratio; settlement;
D O I：
暂无
中图分类号：
S2 [农业工程];
学科分类号：
0828 ;
摘要：
Based on the principles of similarity theory,design the physical quantities and related parameters of pile-net composite foundation through dimension analysis,and the laws of settlement and pile-soil stress ratio are obtained through test. Then, the model was simulated by FEM software ABAQUS. Compare with the model test results,the simulated analysis results are in good agreement with them.
引用
收藏
页码：557 / +
页数：2
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