文章基本信息

标题：Experimental Asymptotic analysis of Fibrous Self-Curing Concrete exposed to Acid and Salt attack
本地全文：下载
作者： S. Jemin Joel ; D. Maruthachalam ; Antony Jeyendran 等
期刊名称：Journal of Industrial Pollution Control
印刷版ISSN：0970-2083
出版年度：2015
卷号：31
期号：1
页码：61-67
语种：English
出版社：Research and Reviews
摘要：Self-curing concrete is one of the special concretes in mitigating insufficient curing disorder due to human negligence and paucity of water in arid areas, inaccessibility of structures in difficult terrains and in areas where the presence of fluorides in water will badly affect the characteristics of concrete. The use of super absorbent polymer (SAP) in concrete helps in self-curing and thus better hydration of cement Is achieved. Present study involves the effect of SAP and fibre on durability aspects. The grade of concrete selected was M40. It was found that SAP could help in self curing by giving strength on par with conventional curing. The dosage of SAP Is 03% by weight of cement and polypropylene fibre (PPP) varying from (0.1%-0.50/) by the volume fraction of concrete. Experimental investigation is about Acid attack, Sulphate attack and Corrosion resistance of Self-Curing Concrete (SCC) and Fibrous Self-Curing Concrete (FSCC).Self-curing concrete is one of the special concretes in mitigating insufficient curing disorder due to human negligence and paucity of water in arid areas, inaccessibility of structures in difficult terrains and in areas where the presence of fluorides in water will badly affect the characteristics of concrete. The use of super absorbent polymer (SAP) in concrete helps in self-curing and thus better hydration of cement Is achieved. Present study involves the effect of SAP and fibre on durability aspects. The grade of concrete selected was M40. It was found that SAP could help in self curing by giving strength on par with conventional curing. The dosage of SAP Is 03% by weight of cement and polypropylene fibre (PPP) varying from (0.1%-0.50/) by the volume fraction of concrete. Experimental investigation is about Acid attack, Sulphate attack and Corrosion resistance of Self-Curing Concrete (SCC) and Fibrous Self-Curing Concrete (FSCC).