Comparison of Compressive Strength of Concrete by Partial Replacement of Cement with GGBS and Silica Fume with Sea Water Curing and Addition with Fibers

A Aswani and Janardhan G
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Abstract

In construction world concrete plays a vital role, around 60% of structure consists of Concrete. However, the production of Portland cement, an essential constituent of concrete, leads to the release of significant amounts of CO2, depletion of natural resources and environmental degradation. This paper investigates the compressive strength of concrete by replacing cement with GGBS and silica fume effect of glass fibers on performance of concrete is studied. In this present work a humble attempt had been made to evaluate and compare the compressive strengths of GGBS blended concrete cubes with controlled concrete cubes cured under sea water for 28 days. By conducting the tests on the cubes, conclusions were drawn after plotting and analyzing the results. Compressive strength test is conducted on the samples after 28 days. The optimum value is obtained at 15% replacement with GGBS and 5% with Silica fume. In this study again we trailed addition with Glass fibers with the percentage of 0.5%,1.0%,1.5%, compressive strength have been studied. Finally at 1.0% addition we get maximum strength compared to controlled mix.
GGBS部分替代水泥与硅粉海水养护掺加纤维混凝土抗压强度的比较
在建筑世界中,混凝土起着至关重要的作用,大约60%的结构由混凝土组成。然而,作为混凝土的重要组成部分,波特兰水泥的生产导致了大量二氧化碳的释放,自然资源的枯竭和环境的恶化。本文研究了用GGBS代替水泥对混凝土抗压强度的影响,并研究了玻璃纤维硅灰对混凝土性能的影响。在本工作中,我们进行了一个简单的尝试,以评估和比较GGBS混合混凝土立方体与控制混凝土立方体在海水下养护28天的抗压强度。通过对立方体进行测试,在绘制和分析结果后得出结论。28天后对试样进行抗压强度试验。最佳值为:GGBS置换15%,硅粉置换5%。本研究再次对掺加0.5%、1.0%、1.5%玻璃纤维后的抗压强度进行了研究。最后,当添加量为1.0%时,与控制混合物相比,我们得到了最大强度。
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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