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A study on the influence of inorganic salts on the behaviour of compacted bentonites

机译:无机盐对压实膨润土性能的影响研究

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Clay liners are frequently installed at waste disposal sites as a means of preventing pollutant migration and minimizing or eliminating the potential for ground water contamination. Because of their low hydraulic conductivity and high contaminant adsorption capacity, bentonite is used as a liner material to prevent subsurface contamination. However, presence of various chemicals in waste could affect the hydraulic and contamination adsorption capacity of bentonite and in turn reduce its usefulness as barrier material. In addition to the salt solution, a change in the mineralogical composition such as montmorillonite content, cation exchange capacity, specific surface area, exchangeable sodium percentage of the bentonite also significantly influences its swelling and hydraulic behaviour. This study was carried out to study the effect of salt solution and mineralogical composition on the behaviour of compacted bentonite. Two bentonites with varying mineralogical composition, which was reflected in their different liquid limit and free swelling value, were evaluated for their free swelling, Atterberg limits, swelling potential, swelling pressure, and hydraulic conductivity in the presence of various concentrations of NaCl and CaCl2 solution. To study the effect of initial compaction conditions on swelling and hydraulic behaviour in presence of salt solution, studies were also carried out on samples compacted at optimum moisture content (OMC)-maximum dry density (MDD) and 5% dry of OMC-MDD. The result shows that the liquid limit, swelling volume, swelling pressure of the compacted bentonites decreased, whereas, plastic limit and hydraulic conductivity increased with increase in the salt concentration. The results also show that the effect of the salt on the properties of the bentonites depends on the salt type, salt concentration and initial compaction condition of the bentonite. The effects due to salt concentration were found to be more pronounced for the bentonite of higher quality which is marked by a higher swelling capacity, liquid limit, cation exchange capacity, exchangeable sodium percentage and specific surface area. (C) 2015 Elsevier B.V. All rights reserved.
机译:经常在废物处理场安装粘土衬里,以防止污染物迁移并最大程度地减少或消除地下水污染的可能性。由于膨润土具有较低的水力传导率和较高的污染物吸附能力,因此它们被用作衬垫材料以防止地下污染。但是,废物中各种化学物质的存在会影响膨润土的水硬性和污染吸附能力,进而降低其作为阻隔材料的用途。除盐溶液外,诸如蒙脱石含量,阳离子交换容量,比表面积,膨润土的可交换钠百分比等矿物学组成的变化也显着影响其膨润度和水硬性。进行了这项研究以研究盐溶液和矿物组成对压实膨润土性能的影响。在存在不同浓度的NaCl和CaCl2溶液的情况下,对两种具有不同矿物学组成的膨润土的自由溶胀,阿特伯格极限,溶胀势,溶胀压力和水力传导率进行了评估,这反映在其不同的液体极限和自由溶胀值上。为了研究在盐溶液存在下初始压实条件对溶胀和水力行为的影响,还对以最佳含水量(OMC)-最大干密度(MDD)和5%干OMC-MDD压实的样品进行了研究。结果表明,压实膨润土的液体极限,溶胀量,溶胀压力降低,而塑性极限和水力传导率随盐浓度的增加而增加。结果还表明,盐对膨润土性能的影响取决于膨润土的盐类型,盐浓度和初始压实条件。对于较高质量的膨润土,发现由盐浓度引起的影响更为显着,其特征在于较高的溶胀能力,液体极限,阳离子交换能力,可交换的钠百分比和比表面积。 (C)2015 Elsevier B.V.保留所有权利。

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