Analyses of Nonlinear Interaction of pile group-soil-raft Considering Soil Consolidation

被引：0

作者：

Zai Jin-min ^{[1
]}

Qi Ke-jun ^{[1
]}

Mei Guo-xiong ^{[1
]}

Wang Xu-dong ^{[1
]}

Zhang Yun-jun ^{[1
]}

机构：

[1] Nanjing Univ Technol, Coll Civil Engn, Nanjing 210009, Jiangsu, Peoples R China

来源：

ROCK AND SOIL MECHANICS | 2005年 / 26卷 / 01期

关键词：

consolidation; consolidated finite layer method; soil-pile-raft; nonlinear interaction;

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

Based on the consolidated finite layer theory, the analysis method of the nonlinear interaction on pile group-soil-raft considering soil consolidation is built in the study. And the corresponding computing program CPRI, which simulates the whole consolidation procedure by the nonlinear interaction and provides the variation of the displacement, pore pressure, resultant force of pile head and the soil counterforce at different time, is developed. At the same time, the flow chart of main program and pile-soil-raft system subroutine are presented. Through the test of the computing example compared with the program PRI, the correctness of the program is proved.

引用

页码：5 / 10

页数：6