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边坡稳定性分析与坡角加陡的综合研究

STABILITY ANALYSIS OF THE ROCKY SLOPE AND THE STUDY ON THE SLOPE ANGLE ENHANCEMENT

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【作者】 刘占魁刘宝许乔兰

【Author】 Liu Zhankui (Department of Resource Engineering of Bao Tuo university·Baotou 014010) Liu Baoxu Lai Xingping (School of Civil and Environmental Engineering,University of Science and Technology·Beijing 100083)

【机构】 包头钢铁学院资源系北京科技大学土木与环境工程学院北京科技大学土木与环境工程学院 包头014010北京100083北京100083

【摘要】 针对内蒙古霍各气铜矿原设计边坡角偏于保守的情况 ,本文通过对采场边坡稳定性分析计算 ,得出了边坡具有较大加陡潜力的结论 ,并且运用坡角敏感性分析的方法 ,确定出边坡角增加的幅度值 ,最终确定出最佳的采场边坡角 ,使矿山既能安全生产又使边坡岩石剥离量最小 ,达到最佳的经济效益。

【Abstract】 As for the problem of the original design of the slope angle too conservative,in this paper,the stability of the slope was analyzed and calculated based on limit equilibrium analysis method and sensitivity analysis method.According to the result,combined with engineering practice the author has come to the conclusion that the slope can have more preferable slope angle and the optimum slope angle obtained.The studies the author having performed showed that the Mine production could not only do less extra workload but also can achieve great economic benefit.

【基金】 内蒙古自然科学基金 编号 :蒙 990 3 0 4-5
  • 【文献出处】 中国矿业 ,China Mining Magazine , 编辑部邮箱 ,2003年12期
  • 【分类号】TD325.1
  • 【被引频次】2
  • 【下载频次】158
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