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Stability analysis of the open-pit mine slope and the study on the incensement of the slope angle
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作者 刘宝许 乔兰 来兴平 《Journal of Coal Science & Engineering(China)》 2004年第1期13-16,共4页
Based on the exploration of the engineering geology and the rock mechan-ics testing, limit equilibrium analysis method was adopted to calculate the stability of the Huogeqi Copper Mine slope, the results show that the... Based on the exploration of the engineering geology and the rock mechan-ics testing, limit equilibrium analysis method was adopted to calculate the stability of the Huogeqi Copper Mine slope, the results show that the original slope angle is too con-servative and the slope have the potential of more preferable slope angle. In order to discuss the possibility of slope angle enhancement, sensitivity analysis of parameters related to limit state slope was made. Quantitatively determined angle value of the add-ing and the optimal slope angle was obtained. The study having performed showed that it is not only useful for the safety control of open-pit mine slope but also for the open-pit mine design for the similar geological condition. 展开更多
关键词 slope stability rocky slope failure pattern sensitivity analysis optimal slope angle
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