某矿砂尾矿库路基的抬升及其稳定性分析

IF 0.6 Q4 ENGINEERING, CIVIL
Dagmar Chropeňová, Ivan Slávik
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引用次数: 0

摘要

摘要本文介绍了一种尾矿库加固的方法。尾矿库用于水力储存浮选处理和多金属矿石加工过程中产生的粉砂废料。尾矿库的强化包括提高尾矿库的坝系,增加尾矿库的堆积空间。尾矿库坝系标高后的建议总高度为60m。尾矿库坝系中坝体的结构和形状布置是对坝系建坝前后尾矿库状态进行稳定性分析的结果。本文介绍了形成尾矿库准均匀单元(底土、坝系和沉积物)的地质材料特性的实验验证结果,这些特性可作为稳定性分析的输入。在对尾矿库加固坝系进行稳定性分析的基础上,考虑尾矿库加固坝系整体稳定性标准要求,建立了新的极限水位和临界水位模型。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Raising of Embankment of an Ore Tailings Pond and an Analysis of its Stability
Abstract The article presents a method for the intensification of a tailings pond. A tailings pond serves for the hydraulic storage of silt-sand waste arising during a flotation treatment and the processing of polymetallic ores. The intensification of the tailings pond consisted of raising its dam system to increase its accumulation space. The total proposed height of the tailings pond dam system after its elevation will be 60 m. The structural and shape arrangement of the dam in the dam system of the tailings pond was the result of a stability analysis of the state of the tailings pond before and after the dam system was raised. The article presents the results of experimental verifications of the geomaterial properties that form quasi-homogeneous units of the tailings pond (subsoil, dam system, and sediment) that serve as the inputs for stability analyses. New limiting and critical water levels are modelled based on the stability analysis for the intensified dam system of the tailings pond, taking into account the standard requirements for its overall stability.
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