Abstract
AbstractBased on the operating conditions of alluvial storage in permafrost, it should be noted that the increase in the annual capacity of the layer may not provide its complete consolidation during the short spring–summer period before freezing. Thus, it will reduce the stability of the structure. In order to optimize the inwash technology of the tailing dam, it is necessary to determine the time of tail’s consolidation. Based on laboratory tests, we developed an approach to coefficients definition of filtrational and secondary consolidation of tails during alluvium depending on a physical condition, density, water saturation degree. The mathematical model to calculate the time of their consolidation also has been developed.KeywordsTailing damConsolidationNetwork planningTailsAlluvium
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