TY - JOUR
T1 - Carbon sequestration efficiency of recycled sand in pilot-scale industrial carbonization tank and natural carbonation situation
AU - Liu, Qiong
AU - Cheng, Xingchang
AU - Sun, Chang
AU - Huang, Beijia
AU - Tam, Vivian W. Y.
AU - Li, Jiabin
PY - 2025/10
Y1 - 2025/10
N2 - To advance the industrial application of carbonation sequestration, this study employed a pilot-scale industrial carbonation tank to investigate how different interlayer positions determine the carbonation efficiency of recycled sand. The experimental variables included intrinsic factors (particle size: coarse, medium, and fine recycled sand, denoted as CRS, MRS, and FRS). External factors included CO2 concentrations of 100 % and 25 % (to simulate cement plant gas emission) and different carbonation durations. The carbonation efficiencies were also compared with a low-cost alternative method of natural carbonation (NC). The results indicated that finer recycled sand exhibited poorer interlayer permeability, resulting in greater differences in carbonation levels between layers. The layers closer to the air inlet showed better carbonation degree. The finer the recycled sand was, the greater the carbon sequestration capacity it had. CRS achieved a higher carbonation rate as to its own carbon sequestration capacity because of the better particle connectivity. FRS achieved a carbon sequestration capacity of 0.0994 g/g after a 28 days NC, which was regarded as a fully carbonated degree. In the pilot-scale carbonation tank, FRS can sequestrate CO2 over 0.0709 g/g, cover the carbon emission generated during transportation and crushing stages according to LCA analysis. The introduction of industrial carbonation can significantly optimize the life cycle assessment (LCA) carbon footprint of recycled concrete containing carbon-treated recycled sand.
AB - To advance the industrial application of carbonation sequestration, this study employed a pilot-scale industrial carbonation tank to investigate how different interlayer positions determine the carbonation efficiency of recycled sand. The experimental variables included intrinsic factors (particle size: coarse, medium, and fine recycled sand, denoted as CRS, MRS, and FRS). External factors included CO2 concentrations of 100 % and 25 % (to simulate cement plant gas emission) and different carbonation durations. The carbonation efficiencies were also compared with a low-cost alternative method of natural carbonation (NC). The results indicated that finer recycled sand exhibited poorer interlayer permeability, resulting in greater differences in carbonation levels between layers. The layers closer to the air inlet showed better carbonation degree. The finer the recycled sand was, the greater the carbon sequestration capacity it had. CRS achieved a higher carbonation rate as to its own carbon sequestration capacity because of the better particle connectivity. FRS achieved a carbon sequestration capacity of 0.0994 g/g after a 28 days NC, which was regarded as a fully carbonated degree. In the pilot-scale carbonation tank, FRS can sequestrate CO2 over 0.0709 g/g, cover the carbon emission generated during transportation and crushing stages according to LCA analysis. The introduction of industrial carbonation can significantly optimize the life cycle assessment (LCA) carbon footprint of recycled concrete containing carbon-treated recycled sand.
KW - Carbon footprint
KW - Carbon sequestration capacity
KW - Industrial carbonation
KW - Natural carbonation
KW - Recycled sand
UR - http://www.scopus.com/inward/record.url?scp=105016097868&partnerID=8YFLogxK
UR - https://go.openathens.net/redirector/westernsydney.edu.au?url=https://doi.org/10.1016/j.conbuildmat.2025.143651
U2 - 10.1016/j.conbuildmat.2025.143651
DO - 10.1016/j.conbuildmat.2025.143651
M3 - Article
AN - SCOPUS:105016097868
SN - 0950-0618
VL - 495
JO - Construction and Building Materials
JF - Construction and Building Materials
M1 - 143651
ER -