高岭土的机械和热处理对混凝土工程特性的影响

IF 2.6 4区 综合性期刊 Q2 MULTIDISCIPLINARY SCIENCES
Tariq Ali, Osama Zaid, Muhammed Zeeshan Qureshi
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引用次数: 0

摘要

高岭土是纳米填料的经济替代品,是一种用作混凝土添加剂的创新矿物。从历史上看,由于其固有的胶结特性,这种材料主要用作混凝土中的水泥替代品。本研究探讨了使用高岭土作为普通硅酸盐水泥(OPC)的部分替代品和补充胶凝材料(SCM)的潜力,从而有可能提高混凝土的经济性、环境可持续性以及整体机械性能和耐久性。高岭土表现出了胶凝特性,与普通硅酸盐水泥相比,它产生的碳足迹要小得多,而且在自然界中很容易获得。本研究采用热活化和机械活化粘土(0-15%,增量为 2.5%)作为混凝土中的部分水泥替代品,进行性能评估。评估内容包括机械性能(劈裂拉伸强度、抗压强度)和耐久性能(吸水率、吸水系数和耐酸侵蚀性)。结果发现,与对照组混合物(不含高岭土)相比,添加了 15%热活化(TAK)和机械活化(MAK)高岭土的混凝土表现出色。28 天时,与对照组相比,MAK-150(15% 机械活化高岭土)混合料的强度提高了 26.8%,TAK-150 提高了 30%。同样,MAK-150 的抗拉强度提高了 25.9%,TAK-150(15% 热激活高岭土)提高了 33%,这表明高岭土在提高混凝土性能方面具有巨大潜力。此外,MAK-150 的吸水率比对照组低 21%,而 TAK-150 则低 26%。与含水泥的 M0(不含高岭土)混合料相比,使用含高岭土的 TAK-150 复合混合料可降低 8.4% 的成本。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Impact of Mechanical and Thermal Treatment of Kaolin Clay on the Engineering Properties of Concrete

Impact of Mechanical and Thermal Treatment of Kaolin Clay on the Engineering Properties of Concrete

Kaolin Clay, an economical alternative to nanofillers, is an innovative mineral employed as a concrete additive. Historically, this material was used primarily as a cement substitute in concrete, owing to its inherent cementing properties. This study explores the potential of using Kaolin Clay as a partial replacement for ordinary Portland cement (OPC) and a supplemental cementitious material (SCM), potentially enhancing concrete's affordability, environmental sustainability, and overall mechanical performance and durability. Kaolin Clay exhibits pozzolanic properties, produces a significantly smaller carbon footprint compared to OPC, and is readily available in nature. This research employed thermally and mechanically activated clay, ranging from 0 to 15% (in 2.5% increments), as a partial cement substitute in concrete for performance evaluation. The evaluation encompassed mechanical properties (split tensile strength, compressive strength) and durability performance measures (water absorption, sorptivity coefficient, and acid attack resistance). It was found that concrete with 15% thermally activated (TAK) and mechanically activated (MAK) Kaolin Clay performed admirably compared to the control mix (having no kaolin clay). At 28 days, the strength of the MAK-150 (15% mechanically activated kaolin clay) mix improved by 26.8% and TAK-150 by 30% compared to the control. Likewise, the tensile strength of MAK-150 increased by 25.9% and TAK-150(15% thermally activated kaolin clay) by 33%, revealing the promising potential of Kaolin Clay in enhancing concrete performance. Furthermore, the MAK-150 absorbs 21% less water than the control mix, whereas the TAK-150 absorbs 26% less. The utilization of a composite blend TAK-150, comprising of Kaolin clay, results in a reduction in costs by 8.4% in comparison to the M0 (having no kaolin clay) blend, which includes cement.

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来源期刊
Arabian Journal for Science and Engineering
Arabian Journal for Science and Engineering MULTIDISCIPLINARY SCIENCES-
CiteScore
5.70
自引率
3.40%
发文量
993
期刊介绍: King Fahd University of Petroleum & Minerals (KFUPM) partnered with Springer to publish the Arabian Journal for Science and Engineering (AJSE). AJSE, which has been published by KFUPM since 1975, is a recognized national, regional and international journal that provides a great opportunity for the dissemination of research advances from the Kingdom of Saudi Arabia, MENA and the world.
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