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Influence of incorporation of nano-silica and recycled aggregates on compressive strength and microstructure of concrete

机译:纳米二氧化硅和再生骨料的掺混对混凝土抗压强度和微观结构的影响

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摘要

The present investigation deals with the study of compressive strength and characteristics of the Inter-facial Transition Zone (ITZ) of concrete containing recycled aggregates and nano-silica. For this purpose, compressive strength at 7, 28, 90 and 365 days are determined for fully natural and recycled aggregate concrete mixes made with or without nano-silica. In addition to above, Vickers microhardness test and backscattered-mode scanning electron microscopic analysis is carried to characterize ITZ of concrete mixes. The results of study depict that full replacement of natural coarse aggregates with recycled ones have significant effect on compressive strength and ITZ characteristics of concrete. However, compressive strength and microstructure of concrete mixes improves with the incorporation of nano-silica.
机译:本研究主要研究含再生骨料和纳米二氧化硅的混凝土的抗压强度和界面过渡区(ITZ)的特性。为此,确定使用或不使用纳米二氧化硅制成的完全天然和再生骨料混凝土混合物在7、28、90和365天的抗压强度。除上述内容外,还进行了维氏显微硬度测试和反向散射模式扫描电子显微镜分析,以表征混凝土混合物的ITZ。研究结果表明,用再生骨料完全替代天然粗骨料对混凝土的抗压强度和ITZ特性具有重要影响。然而,随着纳米二氧化硅的掺入,混凝土混合物的抗压强度和微观结构得到改善。

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