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Effect of Using Different Supplementary Cementitious Materials in High Strength Self Compacting Concrete

机译:高强自密实混凝土中使用不同辅助胶凝材料的效果

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High strength self-compacting concrete (HSSCC) is one of the most significant recent advances in concrete technology. Replacing cement with different supplementary cementitious materials has a good impact on the environment according tothe reducing of the generated amount of carbon dioxide. Supplementary materials can be usednot only as a cement replacement but also as a filler to help in reducing the total voids content in concrete. Replacing cement with supplementary cementitiousmaterialwasaffected the workability and strength of concrete and modify the microstructure of the matrix.An experimental investigation wascarried out to study the effect of replacing cement with different contents of silica-fume, fly ash and marble powder or with mix of two types of these supplementary materials. The rapid chloride penetration test (RCPT) was conducted as an indicator for concrete permeability and durability.Inaddition,the micro-structural analysis using SEM helped in confirming the compressive strength results.
机译:高强度自密实混凝土(HSSCC)是混凝土技术中最重要的最新进展之一。通过减少二氧化碳的产生量,用不同的辅助胶结材料代替水泥对环境具有良好的影响。补充材料不仅可以用作水泥的替代品,还可以用作填料,以帮助减少混凝土中的总空隙率。用辅助胶结材料代替水泥会影响混凝土的可加工性和强度,并改变基体的微观结构。进行了实验研究,研究了用不同含量的硅粉,粉煤灰和大理石粉或两种类型的混合物代替水泥的效果。这些补充材料。进行了快速氯离子渗透试验(RCPT),以作为混凝土渗透性和耐久性的指标。此外,使用SEM进行的微观结构分析有助于确定抗压强度结果。

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