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Stability assessment and feature analysis of slope in Nanfen Open Pit Iron Mine 被引量:10
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作者 Yang Jun Tao Zhigang +2 位作者 Li Baoliang Gui Yang Li Haifeng 《International Journal of Mining Science and Technology》 SCIE EI 2012年第3期329-333,共5页
Under the combined influences of special topography and the long term mining in Nanfen Open Pit Iron Mine, many large scale landslide masses appeared in heading side of stope, and tens of millions of iron mine is buri... Under the combined influences of special topography and the long term mining in Nanfen Open Pit Iron Mine, many large scale landslide masses appeared in heading side of stope, and tens of millions of iron mine is buried underside, making great economic losses. In order to guide the safety mining and increase the supply quantity, this paper through the use of MSARMA-method and the ''MSARMA evaluation and analytical system for slope stability analysis'' based on this method, which aimed at the quantitative evaluating of the slope stability before and after the actual mining below the slip mass, and the sensitivity analysis for the main influencing factor, providing scientific proof for the parameter optimization of open mine surface slope, the security and sustainable exploitation. 展开更多
关键词 Landslide disasterMSARMA methodStability assessmentsensitivity analysisSafety miningAnalysis system
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