Model patterns of changes in hydrogeomechanical state of the mining waste storage barrier

A. Kalashnik
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Abstract

Model features of overcompaction of soils of the enclosing dam and alluvial deposits in the tailings storage were revealed, Model regularities of changes in hydrogeomechanical state of the dam have been established, which determine its mechanical and filtration stability, Definitely, with an unfavorable combination of the soil parameters of the barrier dam, stationary filtration can be transformed into the hydrodynamics of the watercourse and erosion of the dam.
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采矿废物贮存屏障水文地质力学状态变化模式模型
揭示了围坝土壤和尾矿库冲积物的超压实模型特征,建立了坝体水文地质力学状态变化的模型规律,确定了坝体的力学稳定性和过滤稳定性,确定了堰坝土体参数的不利组合,将静态过滤转化为河道的水动力和坝体的侵蚀。
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