矿山尾矿可持续再利用的岩土工程方法:以尼日利亚高原州锡矿场为例

U. Bernadette U., I. Ogbonnaya
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引用次数: 0

摘要

通过粒度分析、测径仪固结试验、快速不排水三轴试验、压实试验和渗透性试验,对锡矿山尾矿的岩土力学特性进行了研究。结果表明:Caha1和Kantoma1尾矿粗粒比细粒高,含水率和最佳含水率较低,渗透系数较高;尾矿中分级效果最好的物料是CahaC。KantomaC和CahaC具有较高的细粒率、较高的塑性极限、液体极限和收缩极限、较高的塑性指数、较高的含水率和最佳含水率、较高的抗剪强度和较低的渗透系数。然而,所有尾矿的压缩和膨胀指数均为低塑性粘土,膨胀势很低。从塑性程度来看,研究区尾矿均在1 ~ 5之间,属于非塑性材料。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Geotechnical Approach in Sustainable Reuse of Mine Tailings: A Case Study of Tin Mine Sites in Plateau State, Nigeria
This study investigated the geotechnical properties of tin mine tailings for its potential use, using particle size analysis, oedometer consolidation test, quick undrained triaxial test, compaction test and permeability test. The results showed that tailings from Caha1 and Kantoma1 have higher percentage of coarse than fine grains, lower moisture and optimum moisture content and higher coefficient of permeability. The most well graded materials of the mine tailings is CahaC. KantomaC and CahaC showed higher percentage of fines, high plastic, liquid and shrinkage limit, high plasticity index, high moisture content and optimum moisture content, higher shear strength, and lower coefficient of permeability. However, compression and swelling index of all the tailings are of low plastic clay and have very low swelling potential. Based on degree of plasticity, all the mine tailings in the study area are below the range of 1-5 hence, they are non-plastic material.
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