Elementary Study of the Stability of the High-fill Slope of A Certain International Airport

被引：0
|
作者：
Liu Wenlian [1 ,2 ]
Cheng Heming [1 ]
Chen Changkai [1 ]
Bao Feng [2 ]
Zou Guofu [1 ,2 ]
机构：
[1] Kunming Univ Sci & Technol, Dept Engn Mech, Kunming 650093, Yunnan, Peoples R China
[2] Kunming Prospect Design Res Inst China Nonferrous, Simulat Ctr, Kunming 650051, Yunnan, Peoples R China
来源：
INTERNATIONAL ELECTRONIC CONFERENCE ON COMPUTER SCIENCE | 2008年 / 1060卷
关键词：
karst foundation; high-fill slope; finite element; 3D numerical method;
D O I：
暂无
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
A certain 4D plateau international airport is to be built in a karst area with widespread heavy red clay strata. It is one of the major research subjects facing the engineering construction to use the red clay strata as the bearing stratum of foundation of the high-fill section. By using the 3D finite element method, the stress, strain, deformation and stability of the high-fill slope and foundation were simulated. The obtained results can be used as the basic and practical reference data for engineering construction.
引用
收藏
页码：212 / +
页数：2
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