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某露天矿高陡边坡的稳定性研究
引用本文:吴文德,贾立宏,蔡美峰.某露天矿高陡边坡的稳定性研究[J].南方冶金学院学报,1994(4).
作者姓名:吴文德  贾立宏  蔡美峰
作者单位: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.

关 键 词:边坡稳定,地质模型,安全系数,锚固

Study on the High-steep Slope Stabilityin a Opencut Mine
Wu Wende, Jia Lihong, Cai Meifong.Study on the High-steep Slope Stabilityin a Opencut Mine[J].Journal of Southern Institute of Metallurgy,1994(4).
Authors:Wu Wende  Jia Lihong  Cai Meifong
Affiliation:Wu Wende; Jia Lihong; Cai Meifong(University of Sci.& Tech. Beijing) (Department of Basic Courses) (University of Sci.& Tech.Beijing)
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.
Keywords:slope failure  geological model  safety factor  reinforcement  
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