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Comparative study on strength, sorptivity, and chloride ingress characteristics of air-cured and water-cured concretes modified with metakaolin

机译:偏高岭土改性的空气固化和水固化混凝土的强度,吸附性和氯化物侵入特性的比较研究

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This paper reports an investigation in which the performance of plain and metakaolin (MK)-modified concretes were studied under two different curing regimes. The purpose of this study is to evaluate the effectiveness of MK in enhancing the strength and permeation properties of concrete. MK was used to replace 0-20% of Portland cement by weight in concrete with two water-binder (w/b) ratios of 0.35 and 0.55. The change in compressive strength, sorptivity, and chloride ingress with age at all cement replacement levels under both air and water curing are compared with those of the control concrete. The results indicated that the inclusion of MK greatly reduced sorptivity and chloride permeability of concrete in varying magnitudes, depending mainly on replacement level of MK, w/b ratio, curing condition, and chloride exposure period. It was found that under the inadequate or poor curing, MK-modified concretes suffered a more severe loss of compressive strength and permeability-related durability than the plain concretes.
机译:本文报告了一项研究,其中研究了在两种不同的固化方案下对普通和偏高岭土(MK)改性的混凝土的性能。这项研究的目的是评估MK在增强混凝土强度和渗透性能方面的有效性。用MK代替混凝土中按重量计0-20%的波特兰水泥,两种水粘结剂(w / b)的比率分别为0.35和0.55。在空气和水固化下,在所有水泥替代水平下,抗压强度,吸附性和氯化物侵入随年龄的变化都与对照混凝土进行了比较。结果表明,MK的加入在不同程度上大大降低了混凝土的吸水性和氯离子渗透性,这主要取决于MK的替代水平,w / b比,固化条件和氯离子暴露时间。结果发现,在固化不充分或不良的情况下,MK改性混凝土比普通混凝土遭受更严重的抗压强度和与渗透性相关的耐久性损失。

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