TY - JOUR
T1 - Development of Carbon Consuming Concrete (CCC) using CO2 captured nanobubble water
AU - Choi, Hong Joon
AU - Oh, Taekgeun
AU - Kim, Gi Woong
AU - Park, Jung Jun
AU - Banthia, Nemkumar
AU - Yoo, Doo Yeol
N1 - Publisher Copyright:
© 2024 Elsevier Ltd
PY - 2024/6/21
Y1 - 2024/6/21
N2 - Nanobubble water with the ability to capture carbon dioxide (CO2) was used as the mixing water for the development of Carbon Consuming Concrete (CCC). The mechanical properties, volume stability, and pore structures were initially evaluated. Scanning electron microscope (SEM) image was analyzed to confirm formation and calcium component on the surface. Differential thermogravimetry (DTG) analysis and nuclear magnetic resonance (NMR) spectroscopy were used to evaluate the reactivity of cement according to mixing water type. The ability was confirmed in priority that convert calcium hydroxide (CH) into calcium carbonate (CaCO3) by utilizing abundantly captured CO2. The nanobubble increased the calcium content and ratio of micropores, while the total porosity decreased when CO2 gas was injected. Depending on the mixing water type, each specimen showed strength in the production of different major components (C-S-H, CH, and CaCO3), affecting the compressive strength development, and the injection of CO2 gas also affected shrinkage behavior.
AB - Nanobubble water with the ability to capture carbon dioxide (CO2) was used as the mixing water for the development of Carbon Consuming Concrete (CCC). The mechanical properties, volume stability, and pore structures were initially evaluated. Scanning electron microscope (SEM) image was analyzed to confirm formation and calcium component on the surface. Differential thermogravimetry (DTG) analysis and nuclear magnetic resonance (NMR) spectroscopy were used to evaluate the reactivity of cement according to mixing water type. The ability was confirmed in priority that convert calcium hydroxide (CH) into calcium carbonate (CaCO3) by utilizing abundantly captured CO2. The nanobubble increased the calcium content and ratio of micropores, while the total porosity decreased when CO2 gas was injected. Depending on the mixing water type, each specimen showed strength in the production of different major components (C-S-H, CH, and CaCO3), affecting the compressive strength development, and the injection of CO2 gas also affected shrinkage behavior.
KW - Carbon Consuming Concrete (CCC)
KW - Carbonation shrinkage
KW - Chemical analysis
KW - Mechanical properties
KW - Microstructure
KW - Nanobubble
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U2 - 10.1016/j.conbuildmat.2024.136510
DO - 10.1016/j.conbuildmat.2024.136510
M3 - Article
AN - SCOPUS:85193051580
SN - 0950-0618
VL - 432
JO - Construction and Building Materials
JF - Construction and Building Materials
M1 - 136510
ER -