Influence of sodium silicate to precursor ratio on mechanical properties and durability of the metakaolin/fly ash alkali-activated sustainable mortar using manufactured sand

IF 3.6 4区 材料科学 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY Reviews on Advanced Materials Science Pub Date : 2023-01-01 DOI:10.1515/rams-2022-0330
Peng Zhang, Cong Wang, Fei Wang, P. Yuan
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引用次数: 6

Abstract

Abstract In recent years, manufactured sand produced from crushed rock has been used as fine aggregate instead of natural sand in construction and industrial fields to minimize the impact of natural sand depletion in nature and society. In this research, the mechanical properties and durability of alkali-activated sustainable mortar using manufactured sand and different sodium silicate (solution) to precursor ratios (SSPR; 0.60, 0.65, 0.70, 0.75, and 0.80) by weight were investigated. Metakaolin and fly ash were used as precursor, sodium silicate (solution) and sodium hydroxide were used as alkali-activator, and manufactured sand made from broken limestone was used to completely replace river sand as fine aggregate to prepare metakaolin/fly ash (MK/FA) alkali-activated sustainable mortar to ensure sustainable development. The compressive, tensile, and flexural strengths, anti-permeability, and crack resistance of MK/FA alkali-activated sustainable mortar were tested. The impact of different SSPRs on the mechanical properties and durability of alkali-activated sustainable mortar was analyzed. Quadratic function fitting models of tensile strength to compressive strength and flexural strength to compressive strength were proposed. Furthermore, the statistical effects of each parameter were explored using analysis of variance and F-test of statistical analysis. The experimental results indicate that the SSPR has a remarkable effect on the mechanical properties and durability of MK/FA alkali-activated sustainable mortar. When the SSPR is in the range of 0.6–0.8, the compressive, tensile, and flexural strength of the alkali-activated sustainable mortar initially increased and then decreased; however, there is an opposite trend in water penetration depth and crack index. MK/FA alkali-activated sustainable mortar exhibits best compressive strength, tensile strength, flexural strength, anti-permeability, and cracking resistance of 40.2 MPa, 3.38 MPa, 4.3 MPa, 41.3 mm, and 245 mm, respectively, at SSPR of 0.7. The experimental findings of this study can provide theoretical guidance for practical engineering of alkali-activated sustainable mortars using manufactured sand.
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水玻璃与前驱物配比对偏高岭土/粉煤灰碱活性砂浆力学性能和耐久性的影响
近年来,为了最大限度地减少天然砂耗竭对自然和社会的影响,在建筑和工业领域采用碎石生产的制砂代替天然砂作为细骨料。在本研究中,采用人造砂和不同水玻璃(溶液)/前驱体比(SSPR)制备的碱活化可持续砂浆的力学性能和耐久性;0.60、0.65、0.70、0.75和0.80)。以偏高岭土和粉煤灰为前驱体,水玻璃(溶液)和氢氧化钠为碱激发剂,用破碎石灰石制成的人造砂完全替代河砂作为细骨料,制备偏高岭土/粉煤灰(MK/FA)碱活化可持续砂浆,确保可持续发展。测试了MK/FA碱活化可持续砂浆的抗压、抗拉、抗弯强度、抗渗性能和抗裂性能。分析了不同sspr对碱活化可持续砂浆力学性能和耐久性的影响。提出了抗拉强度与抗压强度、抗折强度与抗压强度的二次函数拟合模型。此外,利用方差分析和统计分析的f检验探讨了各参数的统计效应。试验结果表明,SSPR对MK/FA碱活化可持续砂浆的力学性能和耐久性有显著影响。当SSPR在0.6 ~ 0.8范围内时,碱活化可持续砂浆的抗压、抗拉和抗折强度先升高后降低;而水侵深度和裂缝指数则相反。MK/FA碱活化可持续砂浆在SSPR为0.7时,抗压强度为40.2 MPa,抗拉强度为3.38 MPa,抗折强度为4.3 MPa,抗渗强度为41.3 mm,抗裂性能为245 mm。本研究的实验结果可为实际工程中碱活性砂可持续砂浆的研制提供理论指导。
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来源期刊
Reviews on Advanced Materials Science
Reviews on Advanced Materials Science 工程技术-材料科学:综合
CiteScore
5.10
自引率
11.10%
发文量
43
审稿时长
3.5 months
期刊介绍: Reviews on Advanced Materials Science is a fully peer-reviewed, open access, electronic journal that publishes significant, original and relevant works in the area of theoretical and experimental studies of advanced materials. The journal provides the readers with free, instant, and permanent access to all content worldwide; and the authors with extensive promotion of published articles, long-time preservation, language-correction services, no space constraints and immediate publication. Reviews on Advanced Materials Science is listed inter alia by Clarivate Analytics (formerly Thomson Reuters) - Current Contents/Physical, Chemical, and Earth Sciences (CC/PC&ES), JCR and SCIE. Our standard policy requires each paper to be reviewed by at least two Referees and the peer-review process is single-blind.
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