Stability Analysis of the Slope of Municipal Solid Waste Sanitary Landfill

被引：0
|
作者：
Liu Zhibin [1 ]
Ma Juan [1 ]
Li Jingming [1 ]
机构：
[1] Liaoning Tech Univ, Coll Resource & Environm Engn, Fuxin 123000, Liaoning, Peoples R China
来源：
PROGRESS IN ENVIRONMENTAL SCIENCE AND TECHNOLOGY, VOL II, PTS A AND B | 2009年
关键词：
sanitary landfill; slope stability; limit equilibrium theory; FLAC(3D);
D O I：
暂无
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
The failure. modes and methods of stability, analysis of the slope of municipal solid waste sanitary landfill were discussed. Taking Fuxin Landfill as an example, the slice method based on the limit equilibrium theory was used to analyze the slope stability of the landfill body and to determine the optimum slope gradient, The FLAC(3D) procedure which was designed specifically to simulate the loading process of landfill was used to certificate the optimum slope gradient obtained by the limit equilibrium theory. The results of the analysis indicate that the slope of the landfill body is in a stable state and the optimum slope gradient of the landfill body is 1:2.
引用
收藏
页码：2062 / 2067
页数：6
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