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青铜沟尾矿边坡稳定性分析

Stability Analysis of the Tailings Slope in Qingtonggou Coal Mine
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摘要 结合青铜沟尾矿库治理工程,采用数值模拟方法分析了尾矿库边坡稳定性情况,计算结果表明:采用“放坡+挡墙”的治理措施,可以保证尾矿库在设计水位、洪水位等工况下保持较高的安全系数;尾矿库植被恢复后,对边坡稳定性的影响主要集中在:根系固定松散矿渣;枝叶防止雨水直接冲刷;根系提高岩土体抗剪强度参数;植被根系对岩土体的崩解。总的来说,植被恢复后有利于促进边坡的稳定。 Combining with the treatment project of the tailing pond,the numerical simulation method is used to analyze the slope stability of tailing pond.The calculation results show that the control measures of"grading+retaining wall"can ensure the tailings pond to maintain a high safety factor under the working conditions of design water level and flood level;after the vegetation restoration of tailings pond,the impact on slope stability mainly includes:The root system fixed loose slag;branches and leaves to prevent direct rain erosion;root system to improve the shear strength parameters of rock and soil;vegetation root system disintegration of rock and soil.Generally speaking,vegetation restoration is conducive to the stability of the slope.
作者 崔永刚 Cui Yonggang(Shaanxi Yaojie Mine Design Co.,Ltd.,Xi'an Shaanxi 710000)
出处 《山西冶金》 CAS 2021年第1期59-61,共3页 Shanxi Metallurgy
关键词 尾矿库 稳定性 数值模拟 植被根系 tailings pond stability numerical simulation vegetation root system
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