A Novel Process of CO2 Reduction and CO2 Sequestration Through an Innovative Accelerated Carbonation Technique
Akshay Ramesh Bura , B. Kondraivendhan
Journal of Wuhan University of Technology Materials Science Edition ›› 2023, Vol. 38 ›› Issue (5) : 1105 -1117.
The effect of an innovative accelerated carbonation curing technique was evaluated on concrete containing natural zeolite powder and fine aggregate as partial replacement to alleviate the CO2 emission up to a certain extent from the concrete production industry and improve sequestration of CO2 into the concrete matrix in a stable form. An accelerated carbonation curing was accomplished by subjecting the concrete specimens to 0.5 and 0.75 M concentrations of sodium bicarbonate (NaHCO3) solutions up to a curing age of 180 days after the initial 28 days of normal water curing. Tests for carbonation depth, pH value, compressive strength, calcium carbonate (CaCO3) content, X-ray diffraction, and thermogravimetric (TGA) analyses and Fourier transform infrared spectroscopy (FTIR) were performed to measure the extent of carbonation. The obtained results showed an increment in average compressive strength for the zeolite concrete (ZLC) mixes exposed to accelerated carbonation curing. The ZLC mixes exposed to increasing NaHCO3 solution concentration and exposure period exhibited greater carbonation depth and decreased pH at each depth interval indicating higher CO2 sequestration within the concrete matrix. The results obtained from the microstructural analysis (XRD, TGA, and FTIR) and CaCO3 content measurements confirm that the higher amount of CaCO3 formation provides a clear indication of the carbonation enhancement and CO2 sequestration within the concrete matrix and in turn contributing to the global warming reduction.
CO2 sequestration / accelerated carbonation / natural zeolite / calcium carbonate
| [1] |
|
| [2] |
|
| [3] |
|
| [4] |
|
| [5] |
|
| [6] |
|
| [7] |
|
| [8] |
|
| [9] |
Ghafoori N, Najimi M. Structural-Grade Concrete Containing FBC and PCC Residues. Part II: Partial-Cement Concrete[J]. Mag. Concr. Res., 66: 387–396 |
| [10] |
|
| [11] |
|
| [12] |
|
| [13] |
|
| [14] |
|
| [15] |
|
| [16] |
|
| [17] |
|
| [18] |
|
| [19] |
|
| [20] |
|
| [21] |
|
| [22] |
|
| [23] |
|
| [24] |
Bureau of Indian Standards (BIS). Ordinary Portland Cement, 53-Grade Specfication[S]. IS 12269: 2013, 2013 |
| [25] |
ASTM Int. Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete[S]. ASTM C 618, 2014 |
| [26] |
Bureau of Indian Standards (BIS). Indian Standard Coarse and Fine Aggregate for Concrete- Specification[S]. IS: 383-2016, India, 2016 |
| [27] |
|
| [28] |
|
| [29] |
|
| [30] |
Bureau of Indian Standards (BIS). Method of Tests for Strength of Concrete[J]. IS 516: 2014, India, 2014 |
| [31] |
|
| [32] |
|
| [33] |
|
| [34] |
|
| [35] |
|
| [36] |
|
| [37] |
|
| [38] |
|
| [39] |
|
| [40] |
|
| [41] |
|
| [42] |
|
| [43] |
|
/
| 〈 |
|
〉 |