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某露天矿高陡边坡的稳定性研究

Study on the High-steep Slope Stabilityin a Opencut Mine

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【作者】 吴文德; 贾立宏; 蔡美峰;

【Author】 Wu Wende; Jia Lihong; Cai Meifong(University of Sci.& Tech. Beijing) (Department of Basic Courses) (University of Sci.& Tech.Beijing)

【机构】 北京科技大学;

【摘要】 根据某高陡边坡的地质条件,建立了便于分析并考虑众多因素的地质概化模型,并编制成程序;应用此程序对边坡的稳定性和锚固问题进行了讨论,得出了一些对边坡开挖具有指导性的结论.

【Abstract】 Based on the geological condition of a high-steep slope,a geological conceptual model of considering many factors is established and a program is worked out. The stability and reinforcement of the slope are discussed by using the program and many guiding conclusions about excavating the slope are obtained.

【关键词】 边坡稳定; 地质模型; 安全系数; 锚固;
【Key words】 slope failure; geological model; safety factor; reinforcement;
  • 【文献出处】 南方冶金学院学报 ,JOURNAL OS SOUTHERN INSTITUTE OF METALLURGY , 编辑部邮箱 ,1994年04期
  • 【分类号】TD164
  • 【下载频次】107
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