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Bond, durability and microstructural characteristics of ground granulated blast furnace slag based recycled aggregate concrete

机译:磨碎的高炉矿渣基再生骨料混凝土的粘结,耐久性和微观结构特征

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The current paper aims to explore the effects of high volume ground granulated blast furnace slag (GGBFS) as the replacement of ordinary Portland cement (OPC) on the bond, durability properties of recycled aggregate concrete (RAC). In order to fulfil the above objective, seven concrete mixes are prepared; out of which one mix is regarded as the control mix. Other six concrete mixes contain 0%, 40% and 60% GGBFS with each of 50% and 100% recycled coarse aggregate (RCA). Since, the compressive strength is the key property of any concrete, the short- and long-term compressive strength behaviours of these mixes are first evaluated. The bond strength of these mixes is also investigated in order to study the effect of GGBFS on the bond behaviour of RAC. Further, the durability characteristics of these mixes are evaluated by exposing the concrete to various chemical attacks such as magnesium sulphate attack, sulphuric acid attack and sodium chloride attack. Moreover, the rate of water absorption by capillary action of the above concrete mixes is evaluated by performing the sorptivity test. In addition, the ultrasonic pulse velocity test is also performed to check the quality of concrete. In order to confirm the above strength and durability properties, the microstructural characteristics are also investigated by conducting the scanning electron microscopy (SEM) and X-ray diffraction (XRD) study. From the compressive and bond strength results, it is found that though these strength values decrease with the increase in GGBFS content, the high volume GGBFS can be utilized in the production of sustainable concrete. The durability results led to the conclusion that resistance to sulphate, acid and chloride attacks improve with increase in the content of GGBFS. Similarly, sorptivity of RAC reduces with increase in the content of GGBFS. The microstructural characteristics obtained in the present investigation justify the above strength and durability behaviour of these mixes. (C) 2019 Elsevier Ltd. All rights reserved.
机译:本论文旨在探讨高体积磨碎的高炉矿渣(GGBFS)替代普通硅酸盐水泥(OPC)对再生骨料(RAC)的粘结性,耐久性能的影响。为了实现上述目的,准备了七种混凝土配合料。其中一种混合物被视为对照混合物。其他六种混凝土混合料分别包含0%,40%和60%的GGBFS,以及50%和100%的再生粗骨料(RCA)。由于抗压强度是任何混凝土的关键性能,因此首先评估这些混合料的短期和长期抗压强度行为。还研究了这些混合物的粘结强度,以研究GGBFS对RAC粘结行为的影响。此外,通过将混凝土暴露于各种化学侵蚀,例如硫酸镁侵蚀,硫酸侵蚀和氯化钠侵蚀,来评估这些混合物的耐久性特征。此外,通过进行吸水性测试来评估上述混凝土混合物的通过毛细作用的吸水率。另外,还进行了超声波脉冲速度测试以检查混凝土的质量。为了确认上述强度和耐久性能,还通过进行扫描电子显微镜(SEM)和X射线衍射(XRD)研究来研究显微结构特征。从抗压强度和粘结强度结果可以发现,尽管这些强度值随GGBFS含量的增加而降低,但高体积的GGBFS可用于生产可持续混凝土。耐久性结果得出的结论是,随着GGBFS含量的增加,对硫酸盐,酸和氯化物的抵抗力也会提高。同样,RAC的吸附性随GGBFS含量的增加而降低。在本研究中获得的微观结构特征证明了这些混合物的上述强度和耐久性能。 (C)2019 Elsevier Ltd.保留所有权利。

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