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Experimental Study on Impermeability Law of Aquiclude Reconstructed by Mudstone of External Dump in Arid Zone

机译:干旱区外部垃圾泥岩泥石矿不透气法的实验研究

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摘要

In order to achieve the goal of ecological restoration, plant irrigation, and water retention in the external dump of open-pit coal mine in the arid desert area, it is proposed to use the mudstone in the stripped material to reconstruct the surface aquiclude and improve the water holding capacity of the topsoil. By taking the Hongshaquan Open-Pit Coal Mine as the study object, the red mudstone of mining level +650 was selected as the topsoil aquiclude material through the geological survey. XRD diffraction experiments are used to determine the composition of red mudstone including kaolinite mineral, quartz, potash feldspar, albite, and illite. The moisture content of the red mudstone is 4.16% as measured by the indoor drying experiment. And the particle size of 0.5 mm, 1 mm, and 2 mm and the thickness of 5 cm, 10 cm, and 20 cm rock samples were selected to conduct the indoor soil column experiment. Three indicators of initial infiltration rate, stable infiltration rate, and average infiltration rate were obtained according to the analysis and calculation of the water column drop rate, wet peak drop rate, and cumulative infiltration rate so that the permeability law and coefficient of each group of tests can be known. The finite element transient analysis theory and numerical simulation method were adopted to verify the results of physical experiments. The research results show that +650 level red mudstone has a strong antiseepage ability, and the smaller the particle size, the better the antiseepage performance. For 0.5 mm and 2 mm particle sizes, as the paving height increases, the water-proof effect is better. The laying height of 1 mm particle size has no obvious influence on the water barrier effect. The physical simulation was confirmed to have the same result trend as the numerical simulation, both of which are quadratic functions with the error within a reasonable range.
机译:为了实现生态恢复,植物灌溉,并在干旱荒漠区露天煤矿的外部转储保水的目的,建议使用泥岩在剥离材料来重建表面隔水层,提高表土的持水能力。通过采取Hongshaquan露天矿煤矿为研究对象,采水平+ 650的红色泥岩被选为通过地质调查表土隔水层材料。 XRD衍射实验被用来确定包括高岭石矿物红色泥岩的组合物,石英,钾长石,钠长石,伊利石和。如通过室内干燥实验测得的红泥岩的水分含量是4.16%。和为0.5毫米1毫米,2毫米的颗粒尺寸和5厘米,10厘米,20厘米的岩石样品的厚度被选择以进行室内土柱试验。根据水柱下降率,湿峰值下降率的分析和计算,得到初始浸润率,稳定入渗速率和平均渗透速率的三个指标,并累积入渗速率,使得各组的渗透性法和系数测试可以知道。有限元瞬态分析的理论和数值模拟方法通过了验证的物理实验的结果。研究结果表明,+ 650水平红色泥岩具有较强的防渗能力,粒径越小,更好的防渗性能。 0.5和2mm的粒径,作为铺路高度的增加,防水效果更好。 1毫米粒径的铺设高度对水的阻挡作用没有明显影响。物理模拟证实具有相同的结果趋势,数值模拟,两者都具有合理的范围内的误差的二次函数。

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