Comparative Studies on Strength of Concrete by Partial Replacement of Cement with Marble Dust and Coconut Fibre

Ravi Kumar, R. Bansal
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Abstract

The cost of building project primarily on the quantity of concrete used during its construction. Cement being the only component manufactured in factories is costly and adds to the cost of a building project. Research work is going on throughout the globe for partial replacement of cement with suitable agriculture waste product such as rice husk ash , fly ash emanating from thermal power plants with the burning of coal, marble powder or coconut coir fiber without hampering the workability as well as strength of concrete. A large amount of coconut fibers is available in coastal region and marble powder exists in Rajasthan .The Feasibility studies on effect of using an admixture of coconut fibers and marble powder on strength of M30 concrete have been conducted . All the instructions, parameters, formulas have been followed according to the bureau of Indian standard. To conduct the test , aggregate consisting of coarse aggregate 20mm and fine sand, 10mm aggregate, marble dust powder, coconut fiber and fresh water have been used. Mix sample of M30 in different variations of ingredients as below have been examined. Four trail mix by varying the percentage of OPC 43 grade of cement, coconut fiber and marble dust powder were prepared and examine for their average compressive strength by the standardized method. It was concluded that M30 mix prepared by 94% of cement with 4% replacement by marble dust powder and adding 2% coconut fiber gives compressive strength of 38.300N/mm2.
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大理石粉与椰子纤维部分替代水泥对混凝土强度的比较研究
建筑工程的成本主要取决于施工过程中使用的混凝土的数量。水泥是工厂生产的唯一部件,成本很高,增加了建筑项目的成本。全球正在进行研究工作,以便用适当的农业废料,如稻壳灰、燃烧煤、大理石粉或椰子纤维产生的粉煤灰等部分替代水泥,而不影响混凝土的和易性和强度。沿海地区有大量的椰子纤维,拉贾斯坦邦有大量的大理石粉,对使用椰子纤维和大理石粉的掺合料对M30混凝土强度的影响进行了可行性研究。所有说明书、参数、配方均按印度标准局标准执行。试验采用粗骨料20mm +细砂、10mm骨料、大理石粉、椰子纤维、淡水组成的骨料。M30的混合样品在不同的变化成分进行了如下检查。制备了不同opc43级水泥、椰子纤维和大理石粉掺量的4种试验混合料,并采用标准化方法测定了其平均抗压强度。结果表明,水泥掺量为94%,大理石粉掺量为4%,椰子纤维掺量为2%的M30混合料抗压强度为38.300N/mm2。
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