摘要
垃圾填埋场场底防渗系统经常作为软弱层需要分析沿其界面的稳定性,目前常用软件不能直接用于分析,需要对输入的模型进行改进,以求稳定分析更真实地反应出边坡在指定界面处的安全系数。
The antiseepage system at the bottom of refuse landfill considered as a week layer generally needs analysis on its stability along interface. The commonly used software at present cannot be used directly to analysis, so improvement is required for the input model in order to make the stability analysis reflect more accurately the real safety factor of side slope at designated interface.
出处
《有色冶金设计与研究》
2009年第6期61-62,65,共3页
Nonferrous Metals Engineering & Research
关键词
稳定分析
垃圾边坡
指定界面
stability analysis
side slope of refuse landfill
designated interface
