Use of carbonated recycled cement paste powder as a new supplementary cementitious material: A critical review

被引:6
作者
Mao, Yuguang [1 ,2 ,3 ]
Hu, Xiang [1 ,2 ,3 ]
Alengaram, Ubagaram Johnson [4 ]
Chen, Wei [5 ]
Shi, Caijun [1 ,2 ,3 ,6 ]
机构
[1] Hunan Univ, Coll Civil Engn, Key Lab Green & Adv Civil Engn Mat & Applicat Tech, Changsha 410082, Peoples R China
[2] Hunan Univ, Int Sci Innovat Collaborat Base Green & Adv Civil, Changsha 410082, Peoples R China
[3] Hunan Univ, Key Lab Bldg Safety & Energy Efficiency, Minist Educ, Changsha 410082, Peoples R China
[4] Univ Malaya, Fac Engn, Ctr Innovat Construct Technol CICT, Dept Civil Engn, Kuala Lumpur 50603, Malaysia
[5] Wuhan Univ Technol, Coll Mat Sci & Engn, State Key Lab Silicate Mat Architectures, Wuhan 430070, Hubei, Peoples R China
[6] Univ British Columbia, Dept Civil Engn, Vancouver, BC V6T 1Z4, Canada
基金
中国国家自然科学基金;
关键词
Supplementary cementitious material; Recycled cement paste powder; Accelerated carbonation; Rheological properties; Mechanical properties; Durability; PORTLAND-CEMENT; AGGREGATE CONCRETE; MECHANICAL-PROPERTIES; SURFACE-CHARGE; NANO-SILICA; LIMESTONE; PERFORMANCE; CORROSION; CONSTRUCTION; METAKAOLIN;
D O I
10.1016/j.cemconcomp.2024.105783
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper focused on reviewing and decoupling analysis the effects of carbonated recycled cement paste powder (RCPP) as a new supplementary cementitious material (SCM) on the mechanical properties, rheology, durability, and carbon sequestration capacity of cement-based materials according to the results in previous studies. The results suggest that that carbonated RCPP serves as an excellent SCM in enhancing the compressive strength of cement paste, mainly through increasing the filler effect and the chemical reaction of CaCO3 with C(3)A. Extensive cement replacement with carbonated RCPP does not significantly reduce strength. However, when considering rheology and durability, particularly concerning steel corrosion, a 20-30 % cement replacement results in significant performance degradation due to the water absorption and the pozzolanic effect of silica gel, respectively. Furthermore, an increase in the carbonation products content (carbonation degree) can enhance the strength, but adversely affect rheological properties and corrosion resistance of reinforcement of cement-based material. Addressing this contradiction to synergistically enhance the various properties of cement-based material containing carbonated RCPP is the focus of future efforts.
引用
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页数:21
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