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Microstructural phase evolution and strength development of low-lime calcium silicate cement (CSC) paste incorporating ordinary Portland cement under an accelerated carbonation curing environment

Authors
Cho, SeongminSuh, HeongwonKim, GyeongryulLiu, JunxingLi, PeiqiBae, Sungchul
Issue Date
Jan-2024
Publisher
Elsevier BV
Keywords
Calcium carbonate; Carbon capture; Carbonation curing; Low lime calcium silicate cement (CSC); Mechanical interlock; Portland cement; Storage (CCUS); Utilization
Citation
Construction and Building Materials, v.411, pp 1 - 22
Pages
22
Indexed
SCIE
SCOPUS
Journal Title
Construction and Building Materials
Volume
411
Start Page
1
End Page
22
URI
https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/194505
DOI
10.1016/j.conbuildmat.2023.134248
ISSN
0950-0618
1879-0526
Abstract
Low-lime calcium silicate cement (CSC) is a CO2-reactive cement that utilizes the carbonation products of low- or non-hydraulic C2S, C3S2, and CS phases under H2O- and CO2-rich conditions. However, the reactivity and compressive strength of the CSC require further improvement. Therefore, this study aims to investigate the effects of blending ordinary Portland cement (OPC) as a reactive source into CSC on the initial reaction kinetics, phase evolution, and compressive strength development during carbonation curing. To assess the effects of blending CSC and OPC, CSC was substituted by OPC with the incremental ratio of 20 wt%. Notably, the CSC sample with 20 wt% OPC incorporation exhibited the highest compressive strength, which increased by up to 2.5 times compared to the pure CSC paste. Analysis of the microstructural phase evolution revealed that this significant increase in compressive strength was attributed to the strong mechanical interlocks between the rhombic CaCO3 crystals, which were reinforced by a substantial amount of vaterite.
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