Prediction of strength and shrinkage of ternary blended concrete with fly ash, slag and silica fume

被引:0
作者
Sakthivel, T. [1 ]
Arulraj, K. [2 ]
机构
[1] PSG Inst Technol & Appl Res, Dept Civil Engn, Coimbatore, Tamil Nadu, India
[2] Dr Mahalingam Coll Engn & Technol, Dept Civil Engn, Coimbatore, Tamil Nadu, India
关键词
Supplementary cementitious materials (SCM); fly ash; silica fume; slag; long term performance; shrinkage; durability; SUPPLEMENTARY CEMENTITIOUS MATERIALS; DURABILITY; BINARY;
D O I
10.7764/RDLC.21.3.669
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the recent years, there has been increased in concern on shrinkage response of concrete systems as abundant cases of premature deterioration were reported. The major factors affecting the deterioration of a concrete system are quality, composition and the surrounding environment. In connection with this, the work concentrates on the study of long-term effects on materials used in the concrete (supplementary cementitious materials SCMs) such as fly ash, slag and silica fume as a blended concrete system. To carry out the experimental work, nine concrete mixes were designed for varying proportions of SCMs and w/b. Evolution of compressive strength, elastic modulus, shrinkage and selected durability parameters were tested under a controlled laboratory condition. Based on the work, it was found that the inclusion of fly ash, slag and silica fume on the concrete systems enhance the compressive strength in long-term, also the shrinkage response of the ternary systems shows a substantial reduction in the measured strain. Durability performance like chloride penetration and sorptivity had a better performance in comparison with the conventional concrete systems.
引用
收藏
页码:669 / 677
页数:9
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