Supercritical carbonation of calcareous composites: Influence of curing

被引:22
作者
Farahi, Elham [1 ]
Purnell, Phil [2 ]
Short, Neil R. [3 ]
机构
[1] Univ Warwick, Sch Engn, Coventry CV4 7AL, W Midlands, England
[2] Univ Leeds, Sch Civil Engn, Inst Resilient Infrastruct, Leeds LS2 9JT, W Yorkshire, England
[3] Aston Univ, Sch Engn & Appl Sci, Birmingham B4 7ET, W Midlands, England
基金
英国工程与自然科学研究理事会;
关键词
Super-critical carbonation; Mechanical processing; Lime; Cement; Flexural testing; Petrography; Curing; FIBER-REINFORCED CEMENT; PORE STRUCTURE; PASTES;
D O I
10.1016/j.cemconcomp.2013.06.008
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper reports the effect of curing on the susceptibility of cementitious composites to carbonation using supercritical carbon dioxide. Samples made using a compression moulding technique were cured in water before and/or after carbonation and the effect on porosity, microstructure, solid phase assemblage and flexural strength was determined. In terms of development of mechanical strength, no benefit was gained from any period of pre- or post-carbonation curing regime. Yet samples cured prior to carbonation underwent minimal chemical reaction between supercritical carbon dioxide and calcium hydroxide, unhydrated cement or C-S-H. Thus there was no correlation between chemical degree of reaction and strength development. The effects responsible for the marked strength gain in supercritically carbonated samples must involve subtle changes in the microstructure of the C-S-H gel, not simple pore filling by calcium carbonate as is often postulated. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:48 / 53
页数:6
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