Experimental study on CO2 sequestration performance of alkali activated fly ash and ground granulated blast furnace slag based foam concrete

被引:5
作者
Wei, Xiaobin [1 ,2 ,3 ]
Li, Jun [1 ]
Shi, Huawang [1 ]
Cao, Yapeng [4 ,5 ]
Liu, Gaojie [1 ]
机构
[1] Hebei Univ Engn, Sch Civil Engn, Handan 056038, Peoples R China
[2] Qinghai Res Inst Transportat, Xining 810016, Peoples R China
[3] Changan Univ, Sch Highway, Xian 710064, Peoples R China
[4] Chinese Acad Sci, Northwest Inst Ecoenvironm & Resources, State Key Lab Frozen Soil Engn, Lanzhou 730000, Peoples R China
[5] Ecole Ponts ParisTech, Navier Lab, 6&8 Av Blaise Pascal,Cite Descartes, F-77455 Champs Sur Marne, Marne La Vallee, France
关键词
Alkali activated foamed concrete; CO2 sequestration performance; Carbonation; Fly ash; Ground granulated blast furnace slag; Microscopic pore characteristics; ACCELERATED CARBONATION; CEMENT; RESISTANCE; STRENGTH; BINDERS;
D O I
10.1016/j.conbuildmat.2024.138043
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In an effort to reduce the emission level of carbon dioxide (CO2) from metallurgical, thermal, cement burning and other enterprises, an innovative solution is proposed in this study, which aims to sequester CO2 with alkali activated fly ash (FA) and ground granulated blast furnace slag (GGBFS) based foam concrete. The fluidity of alkali activated foam concrete (AAFC) fresh paste, dry density and compressive strength after hardening, micro-pore structure, carbonation products and CO2 sequestration capacity were comprehensively explored. The experimental findings indicated that the fluidity of AAFC slurry was almost unaffected by the content of foaming agent hydrogen peroxide (H2O2). When the H2O2 content ranges between 1 % and 3 %, the dry density of uncarbonated AAFC ranges approximately 752.3-365.2 kg/m(3), and the compressive strength of carbonated AAFC ranges about 1.01-0.21 MPa. Accelerated carbonation increased the dry density of uncarbonated AAFC samples. The porous structure of AAFC facilitated CO2 gas penetration into the matrix, leading to rapid carbonation. When the H2O2 content was 1 %, the compressive strength of fully carbonated AAFC was lower than that of non-carbonated AAFC; however, when the H2O2 content exceeded 1.5 %, the trend in compressive strength reversed. The carbonation kinetics of AAFC demonstrated a linear relationship with the square root of carbonation time, and the carbonation coefficient increases proportionally with H2O2 content. The porosity of AAFC increased from 61.05 % to 71.51 % as the H2O2 content increased from 1 % to 2.5 %. The main pore size distribution range of AAFC was 30-400 mu m and 5-50 nm. Accelerated carbonation minimally impacted the total porosity of AAFC but transformed certain large pores into capillary pores. Accelerated carbonation would generate calcite, aragonite, vaterite and additional amorphous phases. The maximum carbon sequestration capacity of AAFC, as determined in this study, reached 26.41 kg/m(3), indicating significant potential for CO2 sequestration.
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页数:16
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共 44 条
  • [1] Gel nanostructure in alkali-activated binders based on slag and fly ash, and effects of accelerated carbonation
    Bernal, Susan A.
    Provis, John L.
    Walkley, Brant
    Nicolas, Rackel San
    Gehman, John D.
    Brice, David G.
    Kilcullen, Adam R.
    Duxson, Peter
    van Deventer, Jannie S. J.
    [J]. CEMENT AND CONCRETE RESEARCH, 2013, 53 : 127 - 144
  • [2] Prediction model of compressive strength of foamed concrete considering pore size distribution
    Bian, Pengfei
    Zhang, Meng
    Yu, Qijun
    Zhan, Binggen
    Gao, Peng
    Guo, Binglin
    Chen, Yuyang
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2023, 409
  • [3] Blunden J., 2019, B AM METEOROL SOC, V100, pSi, DOI [10.1175/2019BAMSSTATEOFTHECLIMATE.1, DOI 10.1175/2019BAMSSTATEOFTHECLIMATE.1]
  • [4] Carbonation of alkali activated binders and comparison with the performance of ordinary Portland cement and blended cement binders
    Charitha, V.
    Athira, G.
    Bahurudeen, A.
    Shekhar, Shivang
    [J]. JOURNAL OF BUILDING ENGINEERING, 2022, 53
  • [5] Influence of alkaline activator and precursor on the foam characterization and alkali-activated foamed concrete properties
    Dang, Juntao
    Tang, Xiaosong
    Xiao, Jianzhuang
    Han, Aihong
    [J]. CEMENT & CONCRETE COMPOSITES, 2024, 145
  • [6] GEOPOLYMERS - INORGANIC POLYMERIC NEW MATERIALS
    DAVIDOVITS, J
    [J]. JOURNAL OF THERMAL ANALYSIS, 1991, 37 (08): : 1633 - 1656
  • [7] Carbonate binders: Reaction kinetics, strength and microstructure
    De Silva, P.
    Bucea, L.
    Moorehead, D. R.
    Sirivivatnanon, V.
    [J]. CEMENT & CONCRETE COMPOSITES, 2006, 28 (07) : 613 - 620
  • [8] Geopolymer technology:: the current state of the art
    Duxson, P.
    Fernandez-Jimenez, A.
    Provis, J. L.
    Lukey, G. C.
    Palomo, A.
    van Deventer, J. S. J.
    [J]. JOURNAL OF MATERIALS SCIENCE, 2007, 42 (09) : 2917 - 2933
  • [9] High temperature behaviour of self-consolidating concrete Microstructure and physicochemical properties
    Fares, Hanaa
    Remond, Sebastien
    Noumowe, Albert
    Cousture, Annelise
    [J]. CEMENT AND CONCRETE RESEARCH, 2010, 40 (03) : 488 - 496
  • [10] Integrated assessment of global carbon capture, utilization, and storage projects
    Guzman, Edwin Leonidas Vargas
    Sant'Anna, Lucy Gomes
    [J]. INTERNATIONAL JOURNAL OF GREENHOUSE GAS CONTROL, 2024, 131