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Related Concept Videos

Hydration of Cement01:24

Hydration of Cement

343
Hydration of cement is a chemical reaction between cement particles and water. This process occurs primarily through two mechanisms: through-solution and topochemical. In the through-solution process, anhydrous compounds dissolve into their constituents, hydrates form in the solution, and then precipitate from the supersaturated solution. The topochemical process involves solid-state reactions at the cement particle surface. The through-solution process dominates the topochemical process at the...
343
Strength and Heat of Hydration01:29

Strength and Heat of Hydration

299
The hydration of cement is an exothermic reaction in which heat is generated as cement hydrates. This heat of hydration is critical to cement's strength development. The rate at which this heat is generated affects the temperature rise, with a majority of the heat being released early in the hydration process, half within the first three days, and about 75% within the first week.
The heat of hydration for each cement compound is significant; for instance, tricalcium aluminate (C3A) and...
299
Sulfate Attack on Concrete01:29

Sulfate Attack on Concrete

243
Sulfate attack on concrete is a deterioration process characterized by a whitish discoloration beginning at the edges and corners, accompanied by cracking and spalling. This phenomenon occurs when sulfates react with the components of hardened concrete, forming compounds like calcium sulfate and calcium sulfoaluminate which occupy more space than the substances they replace, causing the concrete to expand and disrupt.
Sulfates from sources like soil, groundwater, or industrial effluents...
243
Drying Shrinkage01:21

Drying Shrinkage

126
When hardened concrete is exposed to air with a relative humidity of less than 100 percent, it begins to lose the free water within its capillaries. As this water evaporates, the water initially adsorbed onto the calcium silicate hydrates migrates towards these now empty spaces and eventually evaporates as well. Over time, as more water leaves, the volume of the concrete decreases, a phenomenon known as drying shrinkage.
A portion of this drying shrinkage can be reversed; if the concrete is...
126
Alkali Aggregate Reaction in Concrete01:26

Alkali Aggregate Reaction in Concrete

162
The alkali-aggregate reaction in concrete involves natural siliceous minerals in aggregates reacting with alkaline hydroxides derived from cement alkalis. This reaction forms an alkali-silica gel that absorbs water, swells, and increases in volume, which is confined by the surrounding cement paste, creating internal pressures that crack and disrupt the concrete. The extent of expansion and damage can be partly attributed to the alkali-silica reaction's osmotic hydraulic pressure and the...
162
Creep in Concrete01:22

Creep in Concrete

372
Creep refers to the time-dependent increase in strain under a sustained load, excluding other time-dependent deformations associated with shrinkage, swelling, and thermal expansion in concrete. The primary mechanism behind creep involves the loss of physically adsorbed water from the calcium silicate hydrate within the hydrated cement paste. This process is further exacerbated by concrete's non-linear stress-strain relationship, microcrack development in the interfacial transition zone, and...
372

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Two-way Valorization of Blast Furnace Slag: Synthesis of Precipitated Calcium Carbonate and Zeolitic Heavy Metal Adsorbent
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A long-term study on structural changes in calcium aluminate silicate hydrates.

Sonya Barzgar1,2,3, Yiru Yan1, Mohamed Tarik4

  • 1Empa, Concrete & Asphalt Laboratory, CH-8610 Dübendorf, Switzerland.

Materials and Structures
|November 30, 2022
PubMed
Summary

This study explores how the chemical composition of calcium aluminate silicate hydrate (C-A-S-H) changes over time when exposed to varying amounts of aluminum and silicon. By using advanced analytical techniques, researchers found that higher aluminum concentrations lead to the formation of secondary phases like strätlingite and katoite, which limit how much aluminum is incorporated into C-A-S-H. Over time, these secondary phases decrease as more aluminum is taken up into the C-A-S-H structure. At lower aluminum concentrations, the uptake process is slower, while at higher concentrations, equilibrium is reached more quickly. The study also shows that tetrahedrally coordinated aluminum is incorporated into C-A-S-H, contributing to its stability. These findings help in understanding how to optimize cement mixtures for better durability and sustainability.

Keywords:
AluminumBlended cementCO2 emissionC–A–S–HEquilibration timeNMRcement hydrationsustainable constructionaluminum incorporationC-A-S-H gels

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Area of Science:

  • Cement chemistry
  • Materials science
  • Sustainable construction materials

Background:

Cement production remains a major source of CO2 emissions, prompting research into alternative materials. Blended cements, which incorporate supplementary cementitious materials (SCM), offer a promising approach to reduce emissions. These SCMs often contain high levels of Al2O3 and SiO2, which influence the hydration process and the structure of calcium aluminate silicate hydrate (C-A-S-H). While C-A-S-H is a primary hydration product, the presence of SCMs introduces variability in its chemical composition. Prior research has shown that SCMs can alter the hydration kinetics and phase assemblage of cement systems. However, the long-term structural evolution of C-A-S-H under varying Al/Si ratios remains unclear. This gap motivated an investigation into how Al/Si molar ratios and equilibration times affect the formation and stability of C-A-S-H and secondary phases. Understanding these changes is critical for optimizing cement formulations and ensuring long-term durability.

Purpose Of The Study:

This study aimed to examine the structural and chemical changes in C-A-S-H gels over extended periods. The focus was on how varying Al/Si molar ratios influence the hydration process and the formation of secondary phases. Researchers sought to determine whether the uptake of Al into C-A-S-H reaches equilibrium over time and how this process is affected by initial Al concentrations. By analyzing gels equilibrated for up to two years, the study aimed to provide insights into the long-term behavior of C-A-S-H in blended cement systems. The investigation also aimed to clarify the role of tetrahedrally coordinated Al in stabilizing the C-A-S-H structure. This work is essential for improving the sustainability and performance of cementitious materials. The findings could inform the design of cement mixtures that balance environmental impact with structural integrity.

Main Methods:

The study employed spectroscopic and structural analysis techniques to examine C-A-S-H gels. Researchers varied the Al/Si molar ratios and equilibration times to observe structural changes. 27Al MAS NMR spectroscopy was used to determine the coordination of Al in the gels. Thermogravimetric analysis provided insights into phase composition and stability. The study included gels with Al/Si ratios ranging from 0.001 to 0.2 and equilibration times spanning 3 months to 2 years. The presence of secondary phases such as strätlingite, katoite, and Al(OH)3 was monitored using these methods. Researchers also tracked how Al concentrations in C-A-S-H changed over time. This approach allowed them to assess the kinetics of Al incorporation and the formation of secondary phases under different conditions.

Main Results:

The study found that secondary phases such as strätlingite, katoite, and calcium aluminate hydrate form at Al/Si ratios ≥ 0.03. These phases limit the uptake of Al into C-A-S-H. At higher Al concentrations, the amount of secondary phases decreased over time as more Al was incorporated into C-A-S-H. At low Al contents, Al concentrations decreased strongly with time, suggesting a slow equilibration process. In contrast, at higher Al contents, no significant change in Al concentrations was observed, indicating faster equilibration. 27Al NMR studies revealed that tetrahedrally coordinated Al was incorporated into C-A-S-H and its amount increased with the Al content in the solution. The presence of tetrahedral Al suggests a more stable C-A-S-H structure. These findings highlight the dynamic nature of C-A-S-H formation and the influence of Al/Si ratios on hydration processes.

Conclusions:

The study's findings suggest that the structural evolution of C-A-S-H is closely tied to the Al/Si molar ratio and equilibration time. At higher Al concentrations, secondary phases form but decrease as more Al is incorporated into C-A-S-H. The presence of tetrahedrally coordinated Al indicates a more stable C-A-S-H structure. The study also found that equilibration time affects the rate at which Al is taken up into C-A-S-H. At low Al contents, equilibration is slower, while at higher contents, equilibrium is reached more rapidly. These observations align with the authors' hypothesis that Al/Si ratios significantly influence hydration kinetics and phase assemblage. The results provide a clearer understanding of how SCMs affect the long-term stability of C-A-S-H. This information can guide the development of more sustainable cement formulations. The study's implications are specific to the structural behavior of C-A-S-H under varying Al/Si conditions.

At Al/Si ratios ≥ 0.03, secondary phases like strätlingite and katoite form, limiting Al uptake into C-A-S-H.

It identifies tetrahedrally coordinated Al in C-A-S-H, showing increased incorporation with higher Al content.

At low Al contents, uptake is slow; at higher contents, equilibrium is reached faster, as observed in the study.

It indicates a more stable C-A-S-H structure, as shown by 27Al NMR spectroscopy in the study.

They form at Al/Si ratios ≥ 0.03 and decrease in content as more Al is incorporated into C-A-S-H over time.

The findings suggest that optimizing Al/Si ratios can improve the long-term stability of C-A-S-H in blended cements.