硫酸盐调节和含高岭石煅烧粘土的水泥的早期反应性:通过硫酸盐限制模型系统的研究和评估

IF 13.1 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Tafadzwa Ronald Muzenda, Yannick Demeusy, Fabien Georget, Christophe Labbez, Thomas Matschei
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引用次数: 0

摘要

了解煅烧粘土(CCs)在煅烧粘土-石灰石水泥(CCLC)中的早期反应动力学是优化配方以获得最佳早期性能的必要条件。本研究采用无熟料硫酸盐限制模型系统(SLiM)比较了9种不同天然cc的早期反应性。SLiM由过量的CC和波特兰硅酸盐和有限的石膏组成。硫酸盐载体耗尽时间为每种粘土提供了反应速率,这是混合水泥中其反应性的特征。因此,SLiM测试可以用于探测偏高岭石的物理化学性质,包括标准形成焓,并了解这些粘土混合水泥的力学性能和水化作用长达3天。总之,开发了一个标准测试的基础,允许调整CCLC中的石膏含量,从单一的量热法测量。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Sulfate adjustment and early reactivity in cements containing kaolinitic calcined clays: investigation and assessment via a sulfate-limited model system
Understanding the early reaction kinetics of calcined clays (CCs) in calcined clay-limestone cements (CCLC) is required to optimize the formulations for optimal early performance. In this study, a clinker-free sulfate-limited model system (SLiM) is utilized to compare the early reactivity of 9 diverse natural CCs. The SLiM consists of an excess of CC and portlandite, and limited gypsum It is demonstrated that the sulfate-carrier depletion time provides a rate of reaction for each clay which is characteristic of its reactivity in a blended cement. As such, it is shown that the SLiM test can be used to probe physico-chemical properties, including the standard enthalpy of formation of metakaolinite, and to understand the mechanical performance and hydration of blended cement with these clays up to 3 days. In conclusion, a foundation for a standard test allowing to adjust gypsum content in CCLC from a single calorimetry measurement is developed.
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来源期刊
Cement and Concrete Research
Cement and Concrete Research 工程技术-材料科学:综合
CiteScore
20.90
自引率
12.30%
发文量
318
审稿时长
53 days
期刊介绍: Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.
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