Assessment of cement paste properties using seawater: Early-age behavior, mechanical and microstructural analysis

IF 3.9
Shekhar Saxena, Mohammad H. Baghban
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Abstract

Freshwater scarcity is an increasing challenge for the construction industry, which uses large volumes of potable water for concrete production. This study evaluates seawater as a sustainable alternative to tap water in cement paste, focusing on fresh properties, mechanical performance, and microstructural characteristics. Results showed that seawater accelerated hydration, with the peak heat flow reaching 3.42 mW/g at 9 h compared to 2.45 mW/g at 11 h for tap water, and reduced initial setting time by ∼60 min. Early-age strengths improved substantially, with compressive and flexural strengths increasing by 49.6 % and 46.4 % at 1 day, respectively, although 28-day strengths declined (-2.3 % compressive, −22.4 % flexural). XRD confirmed Friedel’s salt formation in seawater specimens, while SEM-EDS revealed higher chloride-bound phase and a greater presence of micropores in seawater paste. CT scanning quantified a higher void volume fraction in seawater paste (1.16 %) than in tap water paste (0.67 %). The integration of quantitative setting time and heat of hydration data with strength measurements, and their linkage to porosity characteristics derived from SEM–EDS and the relatively less explored CT analysis in this context, establishes a coherent microstructure-to-property framework. This combined approach paves the way for sustainable and time-efficient construction, with challenges in workability and durability mitigated by careful scheduling and admixture use.
用海水评价水泥浆体性能:早期行为、力学和微观结构分析
淡水短缺对建筑行业来说是一个越来越大的挑战,因为建筑行业需要大量的饮用水来生产混凝土。本研究评估了海水作为自来水在水泥浆中的可持续替代品,重点关注新鲜性能、机械性能和微观结构特征。结果表明,海水加速了水化作用,在9 h时的峰值热流达到3.42 mW/g,而自来水在11 h时的峰值热流为2.45 mW/g,并且使初始凝结时间缩短了~ 60 min。早期强度显著提高,抗压和抗弯强度在1 天分别增加49.6% %和46.4% %,尽管28天强度下降(-2.3 %抗压,- 22.4 %抗弯)。XRD证实了海水样品中Friedel盐的形成,SEM-EDS显示海水膏体中存在较多的氯结合相和微孔。CT扫描结果显示,海水膏体的孔隙体积分数(1.16 %)高于自来水膏体(0.67 %)。将定量凝固时间和水化热数据与强度测量相结合,并将其与SEM-EDS得出的孔隙度特征以及在此背景下相对较少探索的CT分析相关联,建立了一个连贯的微观结构-性质框架。这种结合的方法为可持续和省时的施工铺平了道路,通过仔细的调度和外加剂的使用,减轻了可操作性和耐久性方面的挑战。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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CiteScore
2.60
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