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某超高排土场边坡稳定性分析

Analysis of the stability of a super high dump

  • 摘要: 高围压条件下,排土场深部颗粒破碎是超高排土场区别于低等级排土场的最重要特征。针对国内某超高排土场建立计算模型,在考虑排土场深部颗粒破碎与不考虑排土场深部颗粒破碎2种模式下,采用极限平衡法对该超高排土场自然、降雨及地震3种工况进行边坡稳定性分析。结果表明:超高排土场在堆置过程中,深部颗粒破碎效应引起排土料强度改变,从而降低了排土场边坡稳定安全系数。

     

    Abstract: Under high confining pressure,the particle fragmentation deep in the dump is the most important characteristic that tells super high dump from low-grade dump.Calculation model is established based on a domestic super high dump.In the 2 patterns,with and without the particle fragmentation deep in the dump taken into consideration,the slope stability is analyzed in 3 working conditions that are nature,rainfall and earthquake,using limit equilibrium method.The results show that during the stockpiling process of the dump,the particle fragmentation effect causes the change of dump materials,thus lowering the safety coefficient of the dump slope stability.

     

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