Research on Numerical Analysis of Foundation Settlement Based on Fluid-Solid Coupling Theory

被引：0
|
作者：
Zhang, Xianfeng [1 ]
Li, Yongquan [2 ]
机构：
[1] Henan Elect Power Survey & Design Inst, Zhengzhou, Henan, Peoples R China
[2] Henaa Univ Technol, Coll Civil Engn & Architecture, Zhengzhou, Henan, Peoples R China
来源：
ELECTRICAL AND CONTROL ENGINEERING & MATERIALS SCIENCE AND MANUFACTURING | 2016年
关键词：
Fluid-Solid Coupling; Modified Cam-Clay Model; Finite Element;
D O I：
暂无
中图分类号：
TP [自动化技术、计算机技术];
学科分类号：
0812 ;
摘要：
Fluid-solid coupling theory and Modified Cam-clay Model are deduced and dealt with in detail. Finite element equations are introduced when the deformation is considered under Coupled Deformation and Seepage Fields. Numerical simulation is carried out during the construction of the dam based on Fluid-solid coupling theory and Modified Cam-clay Model. All the results calculated are in accordance with the general law of the dam. Those show that it is feasible for calculating the stress field and displacement field. The method adopted and those results gained by numerical method may provide reference to engineering practice.
引用
收藏
页码：552 / 558
页数：7
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