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Rice Husk Ash and Quarry Waste Mixture as Shell Material in Earth Dam: Experimental and Numerical Investigations

机译:稻壳灰和采石场废料作为土坝壳材料的试验和数值研究

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摘要

In the present study an attempt has been made to propose the application of rice husk ash (RHA), by strengthening it using quarry waste (QW) as additive material in varying percentages of weight. Geotechnical properties of RHA and its combinations with quarry waste (RQ10, RQ20, RQ30, RQ40, RQ50 and RQ60) have been studied by performing grain size analysis, specific gravity, compaction, permeability and triaxial tests. The maximum increase in density, shear strength of RHA upon the addition of quarry waste was observed to be about 45.6% and 39%, respectively. The permeability of RHA, RQ mixes was found to be in fine sand range and hence their application as shell material in earth dam was proposed. The combination RQ50, with equal amounts of RHA and QW was found to exhibit maximum shear strength and was thus considered as the optimum mix. To assess the suitability of RQ50 as shell material in earth dam, numerical analysis of dam system was performed under seismic loading using FEM software Plaxis2D. The seismic behavior of dam system under the application of Nepal input motion was found satisfactory showing high shear resistance and safety against liquefaction. From the outcomes of laboratory and numerical investigations, RHA-QW mixture has been considered as a promising material to be used in earth dam enabling the bulk utilization of both the waste materials.
机译:在本研究中,已经尝试提出了稻壳灰(RHA)的应用,方法是使用采石场废料(QW)作为添加材料,以不同的重量百分比来增强稻壳灰。通过进行粒度分析,比重,压实,渗透性和三轴试验,研究了RHA及其与采石场废物(RQ10,RQ20,RQ30,RQ40,RQ50和RQ60)的组合的岩土特性。在添加采石场废物后,RHA的密度和抗剪强度的最大增加分别约为45.6%和39%。发现RHA,RQ混合物的渗透性在细沙范围内,因此提出了将其用作土坝壳材料的应用。发现具有相等量的RHA和QW的组合RQ50表现出最大的剪切强度,因此被认为是最佳的混合物。为了评估RQ50作为土坝壳材料的适用性,使用FEM软件Plaxis2D在地震荷载作用下对大坝系统进行了数值分析。发现在尼泊尔输入运动的作用下,大坝系统的抗震性能令人满意,显示出高抗剪切性和抗液化的安全性。从实验室和数值研究的结果来看,RHA-QW混合物被认为是可用于土坝的有前途的材料,能够大量利用这两种废料。

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