Parameter Analysis of Foundation Settlement Considering Interaction Between the Pile and Soil

被引：0
|
作者：
Song, Xiao [1 ]
Lu, Huifang [1 ]
Xu, Guangsheng [2 ]
机构：
[1] Henan Univ, Sch Civil Engn & Architecture, Kaifeng 475004, Henan, Peoples R China
[2] Kai Feng Tian Yuan Space Frame Engn CO LTD, Henan 475004, Peoples R China
来源：
PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5 | 2012年 / 204-208卷
关键词：
Foundation Settlement; Parameter Analysis;
D O I：
10.4028/www.scientific.net/AMM.204-208.680
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
The assignment is using Drucker-prager elastic-plastic constitutive model for vertical load to analysis the interface behavior between soil and pile materials. Through the parameter analysis, in actual projects, the pile diameter and properties of pile endpoint soil have definite influences upon stress distribution and deformation of foundation. The conclusions obtained here could be taken for reference by similar projects.
引用
收藏
页码：680 / 683
页数：4
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