A localized probabilistic approach for slope analysis

被引：0
|
作者：
Young, DS [1 ]
Pumjan, S [1 ]
机构：
[1] Michigan Technol Univ, Dept Min Engn, Houghton, MI 49931 USA
来源：
ROCK MECHANICS FOR INDUSTRY, VOLS 1 AND 2 | 1999年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A localized probabilistic approach for slope stability analysis is presented in this paper, which is also applicable for the risk assessment of slope failure at a specified confidence level. The probabilistic analysis as well as its localization was achieved through the probabilistic characterization of the in-situ strength values, that provide the full statistical distribution of strength variables at every point within the geological formation. An actual case study was made for a surface coal mine to demonstrate its superiority and to show its technical details.
引用
收藏
页码：79 / 82
页数：4
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