Study on effect of natural and ground Rice-Husk Ash concrete

被引:9
作者
Ponmalar, V. [1 ]
Abraham, R. Albert [1 ]
机构
[1] Anna Univ, Dept Civil Engn, Chennai 600025, Tamil Nadu, India
关键词
rice-husk; concrete; ground; natural; permeability; STRENGTH; PERFORMANCE; REACTIVITY; CEMENT;
D O I
10.1007/s12205-014-2019-4
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
One percent of the earth's surface is used for cultivation of rice and it is the staple food for billions of people. In India, rice production is 21.2% of World's production and ranked second among the top twenty rice producing countries. The Rice-Husk Ash (RHA) is a waste residue from incinerating rice-husk. A high reactive pozzolan is obtained when RHA is burnt under controlled conditions. In this paper, the residual RHA was used as a substitute for cement firstly as Natual RHA (NRHA- without grinding) and secondly as Ground RHA (GRHA). The optimum percentage of replacement of RHA was obtained as 10% by weight of cement for natural RHA replaced concrete and 15% for Ground RHA replaced concrete and corresponding improvement in strength as 4.3% and 11.4% respectively as compared to control concrete. Chloride penetration resistance characteristics of natural and ground RHA concretes are 19% and 52% respectively as compared to control concrete.
引用
收藏
页码:1560 / 1565
页数:6
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