TY - JOUR
T1 - Effect of temperature on binding process of calcium carbonate concrete through aragonite crystals precipitation
AU - Bui, Ngoc Kien
AU - Kurihara, Ryo
AU - Kanematsu, Manabu
AU - Hyodo, Hikotsugu
AU - Noguchi, Takafumi
AU - Maruyama, Ippei
N1 - Publisher Copyright:
© 2024 Elsevier Ltd
PY - 2024/8/15
Y1 - 2024/8/15
N2 - This study investigated the impact of temperature on the strength development of calcium carbonate concrete (CCC) comprising calcium carbonate and concrete waste. CCC exhibited its highest compressive strength when manufactured at temperatures between 60 and 70 °C, thereby demonstrating strengths 1.5 and 2.7 times greater than those achieved at 40 and 90 °C, respectively. At this temperature range (60–70 °C), CCC showed the highest amount of precipitated aragonite with large acicular aragonite crystals, which decreased the porosity of CCC. This temperature range governed the homogeneous distribution of calcium carbonate deposition within the CCC specimen. Moreover, the carbonated cement paste particles within the CCC continuously underwent aqueous carbonation, thereby providing an additional Ca source for calcium carbonate precipitation in CCC. At high temperatures, this process promotes the precipitation of Ca ions as needle-like aragonite crystals during reprecipitation with accelerating the transformation of calcium carbonate polymorphs. The CCC strength arose from the deposition of calcium carbonate from input calcium bicarbonate solution and the reprecipitation of calcium carbonate during aqueous carbonation. The calcium carbonate precipitation from aqueous carbonation accounts for 30 % of the total calcium carbonate precipitation of CCC. Needle-like aragonite crystals functioned as interlocking bridges between the particles and frame connections, effectively strengthening the CCC composite.
AB - This study investigated the impact of temperature on the strength development of calcium carbonate concrete (CCC) comprising calcium carbonate and concrete waste. CCC exhibited its highest compressive strength when manufactured at temperatures between 60 and 70 °C, thereby demonstrating strengths 1.5 and 2.7 times greater than those achieved at 40 and 90 °C, respectively. At this temperature range (60–70 °C), CCC showed the highest amount of precipitated aragonite with large acicular aragonite crystals, which decreased the porosity of CCC. This temperature range governed the homogeneous distribution of calcium carbonate deposition within the CCC specimen. Moreover, the carbonated cement paste particles within the CCC continuously underwent aqueous carbonation, thereby providing an additional Ca source for calcium carbonate precipitation in CCC. At high temperatures, this process promotes the precipitation of Ca ions as needle-like aragonite crystals during reprecipitation with accelerating the transformation of calcium carbonate polymorphs. The CCC strength arose from the deposition of calcium carbonate from input calcium bicarbonate solution and the reprecipitation of calcium carbonate during aqueous carbonation. The calcium carbonate precipitation from aqueous carbonation accounts for 30 % of the total calcium carbonate precipitation of CCC. Needle-like aragonite crystals functioned as interlocking bridges between the particles and frame connections, effectively strengthening the CCC composite.
KW - Aragonite
KW - Calcium carbonate concrete
KW - Calcium carbonation polymorphs
KW - Concrete waste
UR - http://www.scopus.com/inward/record.url?scp=85196652376&partnerID=8YFLogxK
U2 - 10.1016/j.compositesb.2024.111625
DO - 10.1016/j.compositesb.2024.111625
M3 - Article
AN - SCOPUS:85196652376
SN - 1359-8368
VL - 283
JO - Composites Part B: Engineering
JF - Composites Part B: Engineering
M1 - 111625
ER -