4.6 Article

Characterization of C-S-H formed in coupled CO2-water cured Portland cement pastes

Journal

MATERIALS AND STRUCTURES
Volume 51, Issue 4, Pages -

Publisher

SPRINGER
DOI: 10.1617/s11527-018-1211-2

Keywords

CO2 curing; Acceleration; Spectroscopy; Calcium-silicate-hydrate (C-S-H); CaCO3

Funding

  1. Project of Strategic Importance and Research Institute for Sustainable Urban Development of the Hong Kong Polytechnic University

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The coupled CO2-water curing technique has been used for curing Portland cement-based materials, enabling the cement/concrete products with rapid strength development and lower carbon footprints. However, there is still a lack of convincing understanding on the mechanism of the accelerated carbonation reactions of cement. This current work mainly focused on characterizing the C-S-H gel formed in the bulk cement paste prepared with a low water to cement ratio (w/c = 0.18) subjected to a coupled CO2-water curing regime, by using solid state Si-29 NMR and infrared spectroscopy together with other common tools. The results indicated that the CO2 curing process led to the formation of C-S-H gel containing more Q (2) species than that in the corresponding hydrated pastes. Prolonged CO2 curing incorporated more Al tetrahedra into the C-S-H gel. Meanwhile, both the amorphous carbonates and calcite were formed during the accelerated carbonation reactions, and the calcite crystals could serve as nuclei to accelerate the cement hydration at the early age. Excessive CO2 curing resulted in a deficiency of lime in solution, yielding a structurally modified C-S-H with the absence of interlayered Ca(OH)(2), and longer silicate chains as well as a higher polymerization degree when compared to the C-S-H formed in the normally hydrated cement samples.

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