Self-healing of surface cracks in mortars with expansive additive and crystalline additive

被引:313
|
作者
Sisomphon, K. [1 ]
Copuroglu, O. [1 ]
Koenders, E. A. B. [1 ,2 ]
机构
[1] Delft Univ Technol, Fac Civil Engn & Geosci, NL-2628 CN Delft, Netherlands
[2] COPPE Univ Fed Rio Janeiro, Dept Civil Engn, BR-21941970 Rio De Janeiro, Brazil
来源
CEMENT & CONCRETE COMPOSITES | 2012年 / 34卷 / 04期
关键词
Calcium sulfoaluminate based expansive additive; Crack; Crystalline additive; Durability; Self-healing; CONCRETE;
D O I
10.1016/j.cemconcomp.2012.01.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This research studies the self-healing potential of cement-based materials incorporating calcium sulfoaluminate based expansive additive (CSA) and crystalline additive (CA). Mortar specimens were used throughout the study. At the age of 28 days, specimens were pre-cracked to introduce a surface crack width of between 100 and 400 mu m. Thereafter, the specimens were submerged in water to create a self-healing process. The experimental results indicated that the mixtures with CSA and CA showed favorable surface crack closing ability. The optimal mix design was found to be a ternary blend of Portland cement, 10 wt.% CSA and 1.5 wt.% CA, by which a surface crack width up to about 400 mu m was completely closed, and the rate of water passing was dropped to zero within 28 days. It was hypothesized that the amount of leached Ca2+ from the matrix plays an important role on the precipitation of calcium carbonate which is the major healing product. The analyses showed that those specimens with CSA/CA additions released more Ca2+ than that control specimen. Moreover, those specimens with additives had higher pH value which would favor calcium carbonate precipitation. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:566 / 574
页数:9
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