首页> 外文期刊>Arabian Journal for Science and Engineering. Section A, Sciences >A Laboratory Investigation of Soil Stabilization Using Enzyme and Alkali-Activated Ground Granulated Blast-Furnace Slag
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A Laboratory Investigation of Soil Stabilization Using Enzyme and Alkali-Activated Ground Granulated Blast-Furnace Slag

机译:酶和碱活化的粒状高炉矿渣对土壤稳定作用的室内研究

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摘要

Development and use of non-traditional stabilizers such as enzyme and alkali-activated ground granulated blast-furnace slag (GGBS) for soil stabilization helps to reduce the cost and the detrimental effects on the environment. The objective of this study is to investigate the effectiveness of alkali-activated GGBS and enzyme as compared to ordinary Portland cement (OPC) on the soil collected from Tilda region of Chhattisgarh, India. Geopolymers are alkali alumino-silicates produced when combining a solid alumina-silicate with an aqueous alkali hydroxide or silicate solution. Various dosages of the selected stabilizers have been used and evaluated for the effects on optimum moisture content (OMC), maximum dry density, plasticity index, unconfined compressive strength (UCS) and shear strength parameters. Effect of curing period has also been studied. Microstructural changes of the stabilized soils show aggregation of particles. Significant improvement in properties of soil is observed with the addition of stabilizers leading to an increase in OMC, UCS and shear strength parameters. It is observed that the cohesion of soil sample increases significantly with the addition of stabilizers whereas there is a marginal change in angle of internal friction. Thus, the findings recommend the use of non-conventional stabilizer such as alkali-activated GGBS and enzyme as suitable and environmental friendly as compared to OPC for soil stabilization.
机译:开发和使用非传统稳定剂(例如酶和碱活化的粒状高炉矿渣(GGBS))来稳定土壤有助于降低成本并降低对环境的不利影响。这项研究的目的是研究从印度恰蒂斯加尔邦的蒂尔达地区收集的土壤中与普通波特兰水泥(OPC)相比,碱活化GGBS和酶的有效性。地聚合物是将固体氧化铝硅酸盐与碱金属氢氧化物或硅酸盐水溶液混合后生成的碱金属铝硅酸盐。已使用各种剂量的所选稳定剂,并评估了它们对最佳水分含量(OMC),最大干密度,可塑性指数,无侧限抗压强度(UCS)和剪切强度参数的影响。还研究了固化时间的影响。稳定土壤的微观结构变化表明颗粒聚集。通过添加稳定剂,可提高OMC,UCS和抗剪强度参数,从而显着改善了土壤性能。观察到,加入稳定剂后,土壤样品的内聚力显着增加,而内摩擦角则有很小的变化。因此,与OPC相比,研究结果建议使用非常规稳定剂(如碱活化的GGBS和酶)与OPC相比更合适且对环境友好。

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