Effect of Ordinary Portland Cement (OPC) and Blended Hydraulic Cement (BHC) on the Behaviour of Self-Compacting Concrete

IF 0.4 Q4 ENGINEERING, MULTIDISCIPLINARY Engineer-Journal of the Institution of Engineers Sri Lanka Pub Date : 2022-11-08 DOI:10.4038/engineer.v55i3.7522
D. S. Deshabandu, K. Ariyarathne, M. Athapaththu, B. Janarthanan
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Abstract

: Self-compacting concrete (SCC) is a special type of concrete that flows under its own weight while enhancing the compressive strength and durability compared to conventional concrete. This is an effort to present the possibility of using Blended Hydraulic Cement (BHC) instead of ordinary Portland cement (OPC) in SCC production. In order to achieve the required workability and basic mechanical properties, 10 control mixes of SCC with OPC were prepared using the coarse aggregate size of 5 mm – 14 mm. Each mix was cast using 100% OPC and 100% BHC separately. Fresh properties of the SCC were tested by using slump flow, V-funnel, L-box and J-ring test according to the EFNARC guideline. 9-cubes and 6-cylindrical specimens were cast per mix to determine the compressive strength at the 7 th , 28 th and 56 th days. Test results illustrate that the workability properties of fresh concrete mix are moderately good using both cement types. Most mixes show higher 28 th and 56 th -day compressive strengths for SCC mix made of BHC than OPC compared with 7 th -day compressive strength variation. Fly ash in BHC contributes later strength gaining of SCC in this study. Thus, the experimental investigation indicates the suitable mix designs used in the current construction industry.
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普通硅酸盐水泥(OPC)和混合水工水泥(BHC)对自密实混凝土性能的影响
自密实混凝土(SCC)是一种特殊类型的混凝土,与传统混凝土相比,它在自身重量下流动,同时提高了抗压强度和耐久性。该研究旨在展示在SCC生产中使用混合水力水泥(BHC)代替普通波特兰水泥(OPC)的可能性。为了达到所要求的和易性和基本力学性能,采用粗骨料粒径为5 ~ 14 mm,制备了10种SCC - OPC控制混合料。每种混合物分别用100% OPC和100% BHC浇铸。根据EFNARC准则,采用坍落度流动、v型漏斗、l型箱和j型环试验对SCC的新鲜性能进行了测试。每次混合浇注9个立方体和6个圆柱形试样,测定第7、28和56天的抗压强度。试验结果表明,在两种水泥类型下,新拌混凝土的和易性均较好。与第7天的抗压强度变化相比,大多数含BHC的SCC混合料在第28天和第56天的抗压强度高于OPC。在本研究中,粉煤灰对细砂混凝土的后期强度增加有促进作用。因此,试验研究为当前建筑行业使用的合适的配合比设计提供了参考。
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