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会东矿露天边坡稳定性研究的理论与实践
引用本文:周先明,童蔚黎,陈钟文. 会东矿露天边坡稳定性研究的理论与实践[J]. 矿业研究与开发, 1992, 0(3)
作者姓名:周先明  童蔚黎  陈钟文
作者单位:长沙矿山研究院(周先明),四川会东铅锌矿(童蔚黎),四川会东铅锌矿(陈钟文)
摘    要:这是四川会东铅锌矿露天采场高边坡稳定性理论研究和工程实践的专论。它介绍了这一研究的主要内容及所获得的成果;阐明了边坡岩体的工程地质及其力学性质;计算和分析了边坡的稳定状态;对比了加固边坡与放缓边坡的技术经济效益;合理地给出了按设计边坡进行加固的可行性方案及其初步设计,为类似的金属矿山高边坡的稳定性研究和综合治理提供了科学依据。

关 键 词:边坡稳定性  工程地质  岩体力学性质  边坡加固

A THEORETICAL AND PRACTICAL APPROACH TO SLOPE STABILITY IN HuIDONG OPEN PIT MINE
Zhou Xianming. A THEORETICAL AND PRACTICAL APPROACH TO SLOPE STABILITY IN HuIDONG OPEN PIT MINE[J]. Mining Research and Development, 1992, 0(3)
Authors:Zhou Xianming
Abstract:This paper is a special discussion on the theoretical and practical approach to stability of high slope in Huidong Lead-Zinc Open Pit Mine, Sichuan Province.The main contents and the achieved results of this study are described. The authors expound the engineering geology of slope and the mechanics characteristics of rock masses, calculate and analyze the stable state of slope, compare slope consolidation with slope grade decrease regarding the technical and economical results and put forward the feasible scheme for slope consolidation according to the designed slope, including the primary design. Meanwhile, scientific basis is provided for stability study and comprehensive control of high slope in similar metal mines.
Keywords:Slope stability  Engineering geology  Mechanics characteristics of rockmass   Slope consolidation  
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