Numerical Analysis of Single Pile Composite Foundation Static Load Test in the Same Field

被引：0
|
作者：
Ing, Wei-Yu [1 ]
Zhao, Tuo [2 ]
机构：
[1] Hebei Acad Buliding Res, Shijiazhuang, Hebei, Peoples R China
[2] Hebei Jian Yan Technol Co LTD, Shijiazhuang, Hebei, Peoples R China
来源：
INTERNATIONAL CONFERENCE ON MECHANICS, BUILDING MATERIAL AND CIVIL ENGINEERING (MBMCE 2015) | 2015年
关键词：
Gravel Pile; CFG; Rammed Soil-cement Piles; Boussinesq;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Based on 3 kinds of single pile composite foundation static load test, The existing design theory the reflex composite foundation bearing capacity and deformation characteristics of static load test, The test results and the theoretical calculation results were analyzed and obtained based on the Boussinesq displacement solutions. Each level of composite foundation settlement are calculated respectively. Finally, the result of accumulate the calculation method are almost consistent with the experimental results.
引用
收藏
页码：420 / 424
页数：5
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