An Experimental Study on the Mechanical and Durability Properties of Concrete: Partial Replacement of Fine Aggregate with Steel Slag, Manufacturing Sand and Bottom Ash

Dr. B. Vidivelli, R. Divya
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Abstract

As construction industries are increasing at faster rate consumption of naturally available sand is more now-a-days. The fine aggregate which we use for construction is available from natural rivers and streams use of large amount of fine aggregate affects the environment. This present study had been carried out to investigate the possibility of utilizing a broad range of concrete raw materials as partial replacement for fine aggregate in the production of concrete. In this study replacement of fine aggregate with steel slag, M-sand and bottom ash with 10%, 20%, 30%, 40%and 50% for grade of concrete M30are tested for finding fresh and hardened properties of concrete to identify the optimum percentage of three fine aggregate replacement materials in concrete. M30 grade of concrete tested in compressive strength at the age of 28, 56, 90 and 180 days, flexural strength and modulus of elasticity at the age of 28 days curing and also to determine the durability properties of replacement materials concrete. Rapid Chloride Penetration Test, Salt resistance and Sulphate Resistance are to be conducted. Using origin pro software to arrive formulate regression equations for the properties of concrete.
用钢渣、制砂和底灰部分替代细骨料对混凝土力学性能和耐久性的影响
随着建筑行业以更快的速度增长,自然可用砂的消耗量越来越大。我们所使用的细骨料都是从天然河流和溪流中获取的,大量细骨料的使用会对环境造成影响。本研究旨在探讨在混凝土生产中利用多种混凝土原材料部分替代细骨料的可能性。本研究通过钢渣、m砂和底灰分别以混凝土m30标号的10%、20%、30%、40%和50%替代细骨料的试验,寻找混凝土的新鲜性能和硬化性能,确定三种细骨料替代材料在混凝土中的最佳比例。试验M30级混凝土在龄期28、56、90和180天的抗压强度,养护龄期28天的抗弯强度和弹性模量,并确定替代材料混凝土的耐久性性能。进行快速氯化物渗透试验,耐盐性和耐硫酸盐性试验。利用origin pro软件,得出了混凝土性能回归方程。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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