Effect of gypsum on free and restrained shrinkage behaviour of slag-concretes subjected to various curing conditions

被引:8
|
作者
Aly, Tarek K. [1 ]
Sanjayan, Jay G. [1 ]
机构
[1] Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia
基金
澳大利亚研究理事会;
关键词
slag; gypsum; concrete; shrinkage; cracking;
D O I
10.1617/s11527-007-9337-7
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The effect of gypsum in slag-blended cement on free and restrained shrinkage of concrete subjected to various curing conditions is presented in this paper. Added gypsum in slag-blended cements was found to increase the autogenous shrinkage of concrete up to 56 days. However, added gypsum caused small reduction in the long-term shrinkage when the concrete was exposed to drying. Slag concretes with 3% added gypsum content, when exposed to drying at the age of 24 h, exhibited more cracking tendency than comparable concrete with 0% added gypsum. This is attributed to the increased shrinkage evolution of slag concrete with 3% gypsum content at early ages. However, if moist cured for 7 days, increasing the amount of gypsum from 3 to 5% in slag-blended cement reduced the cracking tendency. It is concluded that the beneficial effect of increasing gypsum in reducing cracking tendency in slag concrete is only favourable if moist cured for 7 days.
引用
收藏
页码:1393 / 1403
页数:11
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