Bentonite-based LC3 low carbon cement and activation by C-S-H nucleation seeding

IF 10.8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Diego Vallina , María Dolores Rodríguez-Ruiz , Alejandro Morales-Cantero , Ana Cuesta , Isabel Santacruz , Alessandro Dalla-Libera , Pere Borralleras , Sébastien Dhers , Peter Schwesig , Oliver Mazanec , Miguel A.G. Aranda , Angeles G. De la Torre
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Abstract

This study explores the feasibility of using calcined bentonitic clays in LC3-50 binders. Four commercially available bentonite rocks were thermally activated and milled to a Dv,50 of 12 ± 2 μm. Their pozzolanic activities were assessed using the R3 method, yielding total heat released values between 190 and 378 J/g-SCM, exceeding the minimum requirements for supplementary cementitious materials (SCMs). The incorporation of superplasticisers (SP) in bentonitic LC3 mortars was optimized, requiring dosages between 0.7 and 1.1 wt% (by the weight of binder) to achieve an initial slump of 200 ± 20 mm, with flow maintained for 1 h in three of them. These results dispel concerns regarding the use of SP in LC3 containing calcined bentonites.
Early-age hydration reactions were accelerated using C-S-H nucleation seeding technology, which increased bentonite LC3 mortar compressive strength by 50 % at one day. The compressive mechanical strengths at 28 days of the seeded mortars were also enhanced by 15 %.
To elucidate the effects of C-S-H nucleation seeding, LC3 pastes were analysed, confirming the occurrence of pozzolanic reactions at one day of hydration. The portlandite contents, determined by Rietveld quantitative phase analysis and thermal analysis, were lower than expected based on the alite hydration degree at the analysed times. Furthermore, the strength enhancing admixture systematically increased the formation of AFm-type phases, such as hemicarboaluminate, and refined the pore microstructure at one day of hydration.
水泥与混凝土复合材料膨润土基LC3低碳水泥及其C-S-H成核种子活化
本研究探讨了煅烧膨润土作为LC3-50粘结剂的可行性。对四种市售膨润土进行热活化,磨至Dv为50(12±2 μm)。使用R3方法评估了它们的火山灰活性,得到的总放热值在190到378 J/g-SCM之间,超过了补充胶凝材料(scm)的最低要求。优化了膨润土LC3砂浆中增塑剂(SP)的掺入量,要求用量在0.7 - 1.1 wt%(按粘合剂重量计)之间,以实现200±20 mm的初始坍落度,其中三种材料的流动保持1小时。这些结果消除了对SP在含有煅烧膨润土的LC3中使用的担忧。采用C-S-H成核播种技术可加速早期水化反应,使膨润土LC3砂浆抗压强度在一天内提高50%。砂浆的28天抗压机械强度也提高了15%。为了阐明C-S-H成核种子的作用,对LC3膏体进行了分析,证实在水化1天发生了火山灰反应。通过Rietveld定量相分析和热分析确定的波特兰石含量低于分析时间内alite水化程度的预期。此外,强度增强剂系统地促进了半碳铝酸盐等afm型相的形成,并细化了水化一天后的孔隙微观结构。
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来源期刊
Cement & concrete composites
Cement & concrete composites 工程技术-材料科学:复合
CiteScore
18.70
自引率
11.40%
发文量
459
审稿时长
65 days
期刊介绍: Cement & concrete composites focuses on advancements in cement-concrete composite technology and the production, use, and performance of cement-based construction materials. It covers a wide range of materials, including fiber-reinforced composites, polymer composites, ferrocement, and those incorporating special aggregates or waste materials. Major themes include microstructure, material properties, testing, durability, mechanics, modeling, design, fabrication, and practical applications. The journal welcomes papers on structural behavior, field studies, repair and maintenance, serviceability, and sustainability. It aims to enhance understanding, provide a platform for unconventional materials, promote low-cost energy-saving materials, and bridge the gap between materials science, engineering, and construction. Special issues on emerging topics are also published to encourage collaboration between materials scientists, engineers, designers, and fabricators.
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