首页> 外文期刊>International Journal of Engineering Trends and Technology >A Review Paper on Evaluation and Performance of Concrete by Partial Replacement of Fine Aggregate by Stone Dust and Coarse Aggregate by Construction Waste for Rigid Pavement in Rural Areas
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A Review Paper on Evaluation and Performance of Concrete by Partial Replacement of Fine Aggregate by Stone Dust and Coarse Aggregate by Construction Waste for Rigid Pavement in Rural Areas

机译:农村刚性路面用石屑部分替代细骨料和建筑废料粗骨料对混凝土的评价和性能研究报告

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摘要

India produce a large amount of waste materials from different sectors like industrial, construction, agriculture etc. which are just dumped on the land. This may lead to large areas of land which becomes difficult to find. And also now a day’s fine aggregate(sand) is very expensive. So, that by adding alternative materials as partial replacement in fine aggregate & coarse aggregate would give better saving and environmental free. Therefore, it is enhanced alternative material to use in a rigid payment construction in civil engineering and also cost of construction may also reduce to the cost of conventional concrete. In this project I have added two types of alternative material named as stone dust and construction waste in concrete mix with a percentage variation of 10%,20%,30%,40%, &50% for fine aggregate and 5%,10%,15%,20%, &25% for coarse aggregate. In the present investigation our experiment will be carried out to study the compressive strength of concrete in standard mould cube cast is to ready in 7 & 28 days curing. M30 grade of concrete is designed using PPC for this experiment. Compressive strength will be determined at different replacement level of fine aggregate & coarse aggregate with respect to conventional concrete and optimum replacement level will be determined based on compressive strength.
机译:印度生产来自工业,建筑业,农业等不同部门的大量废料,这些废料只是倾倒在土地上。这可能导致难以找到的大片土地。而且,一天的细粒骨料非常昂贵。因此,通过在细骨料和粗骨料中添加替代材料作为部分替代品,可以实现更好的节能和无环境污染。因此,在土木工程的刚性支付结构中使用了增强的替代材料,并且建筑成本也可以降低到常规混凝土的成本。在这个项目中,我在混凝土混合料中添加了两种类型的替代材料,分别称为石屑和建筑垃圾,细骨料的百分比变化为10%,20%,30%,40%,&50%,而5%,10%粗骨料的15%,20%和&25%。在目前的调查中,我们将进行实验,以研究在7和28天固化后准备的标准模具立方铸模中混凝土的抗压强度。本实验使用PPC设计M30级混凝土。相对于常规混凝土,将在细骨料和粗骨料的不同替代水平下确定抗压强度,并根据抗压强度确定最佳替代水平。

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