Microstructural evolution of belite-rich cement mortar subjected to water, carbonation, and hybrid curing regime

被引:26
作者
Sharma, Raju [1 ]
Pei, Junjie [1 ]
Jang, Jeong Gook [1 ]
机构
[1] Incheon Natl Univ, Urban Sci Inst, Div Architecture & Urban Design, 119 Acad Ro, Incheon 22012, South Korea
基金
新加坡国家研究基金会;
关键词
Belite-rich cement; Carbonation curing; Hybrid curing regime; Physicochemical properties; C-S-H; ACCELERATED CARBONATION; PORTLAND-CEMENT; PORE STRUCTURE; PASTE; PERFORMANCE; HYDRATION; STRENGTH; SLAG; CONCRETE;
D O I
10.1016/j.cemconcomp.2023.105028
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The present study investigates the influence of various curing schemes on the strength and microstructural evolution of belite-rich cement (BRC) mortar. The sets of BRC mortar were subjected to different carbonation and/or water curing for 28 days. The mineralogical changes in BRC depend upon the w/c ratio of the mix and CO2 concentration at the initial days of curing. Ettringite, portlandite, and unreacted belite were the hydrated phases at a 0.3 w/c ratio. Regardless of curing type, rapid mineralogical changes at higher w/c ratios through different polymorphs of CaCO3 and de-calcified silica gel were observed. The carbonation curing was efficient for higher strength development at all the w/c ratios (0.3-0.7). However, hybrid curing was more efficient than water curing at higher w/c ratios (0.6 and 0.7) in improving the compressive strength.
引用
收藏
页数:14
相关论文
共 86 条
[1]   Effect of sulfate additions on hydration and performance of ternary slag-limestone composite cements [J].
Adu-Amankwah, Samuel ;
Black, Leon ;
Skocek, Jan ;
Ben Haha, Mohsen ;
Zajac, Maciej .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 164 :451-462
[2]   Effect of curing time on granulated blast-furnace slag cement mortars carbonation [J].
Angel Sanjuan, Miguel ;
Estevez, Esteban ;
Argiz, Cristina ;
del Barrio, Daniel .
CEMENT & CONCRETE COMPOSITES, 2018, 90 :257-265
[3]  
[Anonymous], 2007, AM SOC TEST MAT, P1
[4]  
[Anonymous], 2011, 679 KSL ISO
[5]  
ASTM, 2017, STANDARD TEST METHOD, DOI [10.1520/C0109_C0109M-21, DOI 10.1520/D4318-17E01]
[6]  
ASTM International, 2013, C1202 ASTM, P1, DOI [10.1520/C0039C0039M-21, DOI 10.1520/C0150, 10.1520/C0039, DOI 10.1520/C0039]
[7]  
Bertolini L., 2013, CORROSION STEEL CONC
[8]   REACTIVITY AND STRENGTH DEVELOPMENT OF CO2 ACTIVATED NON-HYDRAULIC CALCIUM SILICATES [J].
BUKOWSKI, JM ;
BERGER, RL .
CEMENT AND CONCRETE RESEARCH, 1979, 9 (01) :57-68
[9]   Effect of carbonation curing regime on strength and microstructure of Portland cement paste [J].
Chen, Tiefeng ;
Gao, Xiaojian .
JOURNAL OF CO2 UTILIZATION, 2019, 34 :74-86
[10]   Belite cements and their activation [J].
Cuesta, Ana ;
Ayuela, Andres ;
Aranda, Miguel A. G. .
CEMENT AND CONCRETE RESEARCH, 2021, 140