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Hydration and dimensional stability of calcium aluminate cement based systems

TLDR
In this paper, the authors studied the properties of CACs with and without supplementary cementitious materials (SCM) from the first hours up to two years of hydration and showed that the calcium sulfate reacts with CAC and only when sulfate is exhausted does slag or limestone react with aluminate phases.
Abstract
Calcium aluminate cements (CAC) are often used in combination with calcium sulfate and Portland cement for special applications where rapid setting, rapid drying and shrinkage compensation are required. A growing fraction of the clinker, which has the highest CO2 intensity, is being replaced by supplementary cementitious materials (SCM). These SCM are usually from industrial by-products such as slag, fly ashes or can simply be raw materials such as limestone. This project aims at replacing the Portland cement and fraction of the CAC in ternary binders with such SCM. Indeed, the understanding of their interactions, both physical and chemical, with calcium aluminate cements and calcium sulfate is fundamental for the development of innovative products. This thesis focuses first on the hydration of systems with and without SCM, slag or limestone, from the first hours up to two years of hydration. Second, this study focuses on the expansion of these systems and on the mechanisms underlying the dimensional stability. The influence of the ratio between calcium sulfate and calcium aluminate on the hydration of the cement, on the reaction of SCM, and on the expansion is highlighted. This study indicated that the calcium sulfate reacts with CAC from the first hours of hydration and, only when sulfate is exhausted, does slag or limestone react with aluminate phases. Moreover, this research brings new insights on the main parameters influencing the dimensional stability of the studied systems and on the mechanisms governing expansion. Pore solution analyses showed that supersaturation with respect to ettringite increases with the calcium sulfate content, which results in an increase of the crystallization pressure. The supersaturation determines the minimum pore size in which crystals can grow. Therefore, with increasing supersaturation a larger pore volume can be accessed by ettringite crystals exerting pressure. This could explain the critical amount of calcium sulfate leading to high expansion. Both the confinement in nanometer size pores and the supersaturation of ettringite are necessary for expansion to occur.

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나의 Concrete 연구실

김기범
TL;DR: The methodology used in EPA's Waste Reduction Model (WARM) to estimate streamlined life-cycle greenhouse gas (GHG) emission factors for concrete beginning at the point of waste generation is described in this paper.
Journal ArticleDOI

Setting on demand for digital concrete – Principles, measurements, chemistry, validation

TL;DR: In this article, a set-on-demand approach is proposed to measure concrete yield stress evolution at rest, thus providing the link from chemistry to processing and mechanical stability. But this approach relies on a combination of admixtures adequate for the process under study.

Crystal structure of ettringite

TL;DR: Welin this article determined the structure of a related mineral, thaumasite (Ca6H4(SiO4)2(SO4) 2(CO3)2.26H2O), which he found based on chains of Ca2+ and SiO44− ions with the remaining ions and water molecules in between.
Journal ArticleDOI

Automated coupling of NanoIndentation and Quantitative Energy-Dispersive Spectroscopy (NI-QEDS): A comprehensive method to disclose the micro-chemo-mechanical properties of cement pastes

TL;DR: In this article, a typical Portland cement paste was compared with a new automatic method coupling nano-indentation and Quantitative Energy-Dispersive Spectroscopy (NI-QEDS), which enabled distinguishing chemical phases having strongly overlapping mechanical properties.
Journal ArticleDOI

Effects of amorphous AH3 phase on mechanical properties and hydration process of C4A3S¯-CS¯H2-CH-H2O system

TL;DR: In this article, the effect of AH3 phase on mechanical property and hydration process was explored and it was shown that AH3 has great influence on the mechanical strength and fills empty spaces thus improving the compacity of the cement paste, meanwhile this increase in compacity seems to reduce the dissolution of anhydrous phases leading to a decrease of the hydration degree.
References
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Journal ArticleDOI

The Dynamics of Capillary Flow

TL;DR: In this article, the rate of penetration into a small cylindrical capillary of radius $r$ was shown to be: ρ(r}^{2}+4\ensuremath{\epsilon}r)
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Supplementary cementitious materials

TL;DR: The use of silica-rich SCMs influences the amount and kind of hydrates formed and thus the volume, the porosity and finally the durability of these materials.
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Influence of limestone on the hydration of Portland cements

TL;DR: In this paper, the influence of the presence of limestone on the hydration of Portland cement was investigated, and it was shown that the stabilisation of monocarbonate in the absence of limestone indirectly stabilised ettringite, leading to a corresponding increase of the total volume of the hydrate phase and a decrease of porosity.
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Mercury porosimetry: An inappropriate method for the measurement of pore size distributions in cement-based materials

TL;DR: In this article, the conditions that must be met for MIP measurements to provide valid estimates of the pore size distribution of porous solids are reviewed and evidence is presented indicating that these conditions are not satisfied in cement-based systems.
Journal ArticleDOI

Crystallization in pores

TL;DR: In this paper, the authors discuss the thermodynamics of crystallization within porous materials and the factors that influence stress development and cracking, including the pore size, the energy of the interface between pore wall and the crystal, and the yield stress or buckling strength of the crystal.
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