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某钼(铜)多金属矿排土场边坡稳定性分析

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为了研究排土场边坡稳定性,以西藏天仁矿业有限公司邦铺矿区钼(铜)多金属矿排土场为研究对象.通过工程地质条件调研,并考虑自然工况、降雨工况、地震工况三种工况,最后采用极限平衡分析法中的简化Bishop法、Spencer法与Morgenstern-Prince法对该矿排土场边坡稳定性进行分析.结果表明:排土场1-1'剖面在自然工况、降雨工况及地震工况下以极限平衡法计算所得到的安全系数均大于规范值,据此排土场边坡处于稳定状态.研究结果对该矿其他排土场边坡稳定性分析提供一定的参考依据.
Slope stability analysis of a molybdenum(copper)polymetallic mine discharge site
In order to study the slope stability of the discharge site,the molybdenum(copper)polymetallic mine in the Bangpu mining area of Tibet Tianren Mining Co.Ltd.was used as a study object.Firstly,the engineering geological conditions were investigated.And three types of conditions,natural,rainfall and seismic conditions were considered.Finally,the simplified Bishop,Spencer and Morgenstern-Prince methods of limit equilibrium analysis were used.The slope stability of the mine discharge site was analysed.The results showed that:The factor of safety calculated for the 1-1'profile of the discharge field was greater than the normative value for all three conditions.The slopes of the drain field were in a stable condition.The results of the study provided some reference basis for the slope stability analysis of other discharge sites in the mine.

Drainage field slopesstability analysisdifferent operating conditionsfactor of safetylimit equilibrium analysis method

刘智权

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四川省冶金设计研究院,四川 成都 610041

排土场边坡 稳定性分析 不同工况 安全系数 极限平衡分析法

2024

世界有色金属
有色金属技术经济研究院

世界有色金属

影响因子:0.138
ISSN:1002-5065
年,卷(期):2024.(18)