期刊
JOURNAL OF MATERIALS IN CIVIL ENGINEERING
卷 25, 期 8, 页码 1115-1118出版社
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)MT.1943-5533.0000656
关键词
Ashes; Compressive strength; Chloride; Permeability; Absorption; Sorption; Concrete; Experimentation; Performance characteristics; Rice husk ash; Compressive strength; Chloride permeability; Water absorption; Sorptivity
资金
- Department of Science and Technology, New Delhi, India
The cement industry is the major contributor of emission, which could be curtailed by the use of supplementary cementitious materials. Rice husk ash (RHA), one of the supplementary cementitious materials, exhibits high pozzolanic characteristics when properly produced under controlled conditions. In this paper, four concrete mixtures were considered to identify the effect of RHA (produced under controlled conditions) on performance characteristics of the concrete. RHA was added as partial replacement of ordinary portland cement from 10 to 30%. The properties investigated include compressive strength, chloride permeability, water absorption, and sorptivity of RHA-blended concrete. Based on the results, it was found that RHA addition up to 20% in partial replacement of ordinary portland cement lead to increased compressive strength of concrete compared with that of reference mixtures. However, the durability of RHA concrete was on the higher side for all doses compared with the reference mixtures. The compressive strength is well correlated with chloride permeability of RHA-blended concrete mixtures. Rice husk ash proves to be highly reactive pozzolan, which contributes to higher strength and improved performance characteristics. (C) 2013 American Society of Civil Engineers.
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