某离子型稀土矿边坡稳定性分析

Slope stability analysis of an ionic rare earth mine

  • 摘要: 依据某离子型稀土矿原地浸矿施工实例,使用有限差分软件FLAC3D对其边坡稳定性进行了数值模拟渗流分析,得到了该稀土矿边坡在持续大量注入溶浸液后的孔压场、位移场、安全系数等数据.分析结果表明:注液5~20 d内孔压场以大于15 kPa的速度增加,第20 d时孔压增大到93.82 kPa,位移也迅速增大到-24.44 mm,安全系数由施工前的1.74迅速减小到1.31.开挖集液暗沟后,注液第20~30 d的孔压稳定在85.33~85.61 kPa,累积最大位移为-25.26~-26.16 mm,安全系数稳定在1.27,总体来看,边坡能维持长期稳定.

     

    Abstract: The Flac3D software, frequently-used finite difference software was used for slope stability transfusion numerical modeling. This modeling operation was based on the practice of In-situ leaching mining in an ionic rare-earth mine. Lots of parameters were obtained after large injecting of leaching solution, such as hole temperature-pressure, displacement field, safety factor and so on. The results show that hole temperature-pressure increases with the speed over 15 Kpa after injected leaching solution 5-20 days, and reaches 93.82 kPa in the final day; the displacement is expanded to -24.44 mm in a fast speed. The safety factor quickly reduces to 1.31 from 1.74 before construction. After the excavation of intercepting drainage, hole temperature-pressure remains at 85.33~85.61 Kpa if leaching solution injection lasting for another 10 days with accumulated maximum displacement being -25.26~-26.16 mm. The safety coefficient of slope achieves a stable level of 1.27 and the slope can maintain long-term stability generally.

     

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