Carbon capture and storage potential of biochar-enriched cementitious systems

被引:11
|
作者
Mishra, Geetika [1 ]
Danoglidis, Panagiotis A. [2 ]
Shah, Surendra P. [3 ]
Konsta-Gdoutos, Maria S. [3 ]
机构
[1] Univ Texas Arlington, Ctr Adv Construct Mat, 701 S Nedderman Dr, Arlington, TX 76019 USA
[2] Univ Texas Arlington, Ctr Adv Construct Mat, Dept Civil Engn, 701 S Nedderman Dr, Arlington, TX 76019 USA
[3] Univ Texas Arlington, Ctr Adv Construct Mat, Civil Engn, 701 S Nedderman Dr, Arlington, TX 76019 USA
来源
基金
美国国家科学基金会;
关键词
Biochar; CO2; sequestration; Mineralization; Fly ash; Crack propagation; ACCELERATED CARBONATION; PARTICLE-SIZE; CONCRETE; COMPOSITES; STRENGTH; SEQUESTRATION; TECHNOLOGY; HYDRATION;
D O I
10.1016/j.cemconcomp.2023.105078
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A promising solution to nullify the net embodied greenhouse gas emissions of civil infrastructure is the use of carbon-negative materials for concrete manufacturing. Carbon-neutral coal ash and agriculture/forestry byproducts, such as biochar, exhibit a high carbon dioxide (CO2) uptake potential. The aim of the study is to explore the viability of using biochar as a carbon sink and to develop carbon-neutral concrete with improved performance. Experimental findings suggest that the optimal amount of biochar (1%) slightly improves hydration and mechanical properties, but the combination with mineral additives significantly enhances the performance. Thermogravimetric analysis (TGA) revealed that compared to OPC, the addition of 1% biochar contributes to a 42% increase in CO2 uptake, while the combination of biochar with 10% class C fly ash further increases CO2 capture capacity of the mix by 92%. Under accelerated carbonation conditions, the biochar-enriched mortars exhibit a 20% higher modulus of elasticity indicating an effectively increased stiffness over the reference carbonated OPC. The carbonated biochar mortars also exhibit up to 64% increased toughness indices indicating the material's great resistance to crack coalescence and propagation at the strain softening stage. Scanning Electron Microscopy and Energy Dispersive X-ray Spectroscopy (SEM-EDS) results validated our prediction that the porous morphology of biochar promoted enhanced CO2 absorption and in-situ mineralization of calcium carbonate, resulting in a denser and stronger cement matrix.
引用
收藏
页数:14
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