Studies of physical and mechanical properties of thickened concentration tailings and artificial rock masses resulting from their disposal in mined-out spaces of open-pits

V.N. Kalmykov, A. Gogotin, V.S. Galyamov, A.S. Tarabaev
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Abstract

The article presents the results of studying physical and mechanical properties of thickened concentration tailings, as well as regularities in their changes during the dumping process in mined-out spaces of open-pits. The necessity of experimental studies is explained by the existing discrepancy between the parameters of the artificial hydraulic deposition of soils and the design solutions, in particular, the spreading angles, the lack of a ponding zone created within the rock mass body, as well as the insignificant influence on the intakes of the dewatering plant. The following characteristics of the thickened tailings that define the parameters of the hydraulic deposition technology and the artificial massif formed inside the pit at the design stage were taken as the research objects: density, mineral density, absolute and relative moisture content, storactivity, viscosity, shear stress, flowing angle, and water conductivity. These characteristics were tested using conventional methods. Representative samples were collected at the discharge points of the thickened tailings in the open pit and directly at the discharge point of the thickener No.2 at the paste thickening plant. It was established that as the thickened tailings are transported to the place of their deposition inside the open pit, no changes take place in their density, moisture content, and water conductivity, but the rheological properties, such as viscosity, shear stress, angle of spreading undergo a significant change, which should be taken into account in design solutions. Being familiar with the technology of thickening, transportation and storage of paste mixtures in open-pit mines allows us to consider the mechanical impact on the pulp flocculi and their destruction, consisting in the rupture of the macromolecules, as the main cause of changes in the structure and properties of the thickened tailings.
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浓缩尾矿的物理和机械特性研究,以及在露天矿开采空间弃置浓缩尾矿和人工岩块的物理和机械特性研究
文章介绍了浓缩尾矿的物理和机械特性研究结果,以及在露天矿开采空间倾倒过程中其变化的规律性。实验研究的必要性在于土壤人工水力沉积参数与设计方案之间存在差异,特别是铺展角、岩体内部缺乏积水区以及对脱水设备进水口的影响微不足道。浓缩尾矿在设计阶段确定了水力沉积技术参数和在矿坑内形成的人工岩块,研究对象是浓缩尾矿的以下特征:密度、矿物密度、绝对和相对含水量、storactivity、粘度、剪应力、流动角和导水性。这些特征均采用传统方法进行测试。在露天矿浓缩尾矿的排放点和直接在膏体浓缩厂 2 号浓缩机的排放点采集了具有代表性的样品。结果表明,当浓缩尾矿被运送到露天矿坑内的堆放地点时,其密度、含水量和导水率不会发生变化,但流变特性,如粘度、剪切应力、扩散角会发生显著变化,这一点在设计方案中应加以考虑。熟悉露天矿浆混合物的浓缩、运输和储存技术后,我们可以考虑将对矿浆絮凝体的机械影响及其破坏(包括大分子破裂)作为浓缩尾矿结构和性质变化的主要原因。
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