Effect of of alkali dosage and silicate modulus on carbonation of alkali-activated slag mortars

被引:183
作者
Shi, Zhenguo [1 ,2 ]
Shi, Caijun [1 ]
Wan, Shu [1 ]
Li, Ning [1 ]
Zhang, Zuhua [1 ,3 ]
机构
[1] Hunan Univ, Coll Civil Engn, Key Lab Green & Adv Civil Engn Mat & Applicat Tec, Changsha 410082, Hunan, Peoples R China
[2] Swiss Fed Labs Mat Sci & Technol Empa, Lab Concrete & Construct Chem, CH-8600 Dubendorf, Switzerland
[3] Univ Southern Queensland, Ctr Future Mat, Toowoomba, Qld 4350, Australia
基金
中国国家自然科学基金;
关键词
Alkali-activated cement; Carbonation; Slag; Compressive strength; Pore structure; C-S-H; BLAST-FURNACE SLAG; ACCELERATED CARBONATION; PORTLAND-CEMENT; HYDRATION PRODUCTS; CONCRETE; STRENGTH; DURABILITY; KINETICS; MICROSTRUCTURE;
D O I
10.1016/j.cemconres.2018.07.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The long-term durability and their mechanisms of alkali-activated cement based materials have remained largely elusive. In this paper, carbonation of alkali-activated slag (AAS) mortars activated by NaOH and waterglass with different alkali dosages and silicate moduli has been investigated after exposure to 3 +/- 0.2% (v/v) CO2 at 20 +/- 2 degrees C/65 +/- 5% RH for 56 days. The results show that carbonation resistance of the AAS mortars increases with increase of not only alkali dosage but also silicate modulus. In addition to the higher pore solution alkalinity and slag reaction extent, the relatively higher carbonation resistance of the AAS mortars is attributed to the lower porosity and average pore size. The loss of compressive strength for the waterglass activated slag mortars after carbonation is due to decalcification of C-A-S-H phase, whereas the carbonation of katoite contributes to the increase of compressive strength of the NaOH activated slag mortars.
引用
收藏
页码:55 / 64
页数:10
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