Model test Research on the Pile Stress by Pseudo-Static Test of Pier-Foundation-Structure System

被引：0

作者：

Ding, Mingbo ^{[1
]}

Chen, Xingchong ^{[1
]}

机构：

[1] Lanzhou Jiaotong Univ, Sch Civil Engn, Lanzhou 730070, Peoples R China

来源：

MANUFACTURING SCIENCE AND TECHNOLOGY, PTS 1-8 | 2012年 / 383-390卷

关键词：

gravity pier; model test; pile stress; pseudo-static test;

D O I：

10.4028/www.scientific.net/AMR.383-390.6641

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

This paper mostly studied on the pile stress in the loess foundation when the pile and the soil are interacting by pseudo-static test of piers and piles in the remolded loess foundation indoor. We get the stress-depth curve of pile body. We get its finite element model by ANASYS and analyze the change of pile body stress.

引用

页码：6641 / 6645

页数：5