Research Article | OPEN ACCESS
Utilization of Rice Husk Ash for Sustainable Construction: A Review
1M.N.N. Khan, 1M. Jamil, 2M.R. Karim, 1M.F.M. Zain and 1A.B.M.A Kaish`
1Sustainable Construction Materials and Building Systems (SUCOMBS) Research Group,
Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia,
43600 UKM Bangi, Selangor, Malaysia
2Dhaka University of Engineering and Technology (DUET), Gazipur, Bangladesh
Research Journal of Applied Sciences, Engineering and Technology 2015 12:1119-1127
Received: November 19, 2014 | Accepted: January 23, 2015 | Published: April 25, 2015
Abstract
Applications of Supplementary Cementitious Materials (SCM) in construction industry are getting priority due to environmental friendly behavior as well as enhanced mechanical and durability properties. Considering the characteristics of SCM, properly burnt and ground Rice Husk Ash (RHA) has significant potential on account of rich reactive silica (SiO2) compound. When RHA is applied in cementitious system it improves the systems properties by two fold of effects; chemical or pozzlanic effect and physical or filler effect. The reactive silica compound present in RHA reacts with cement hydration products calcium hydroxide (Ca (OH)2) and formed secondary C-S-H gel, which is counted as chemical or pozzolanic activity of RHA. The physical or filler effect of RHA is denoted as the proper distribution of finer RHA particles into the cementitious system. This study reviews the advantageous use of RHA for sustainable construction. The aim of this study is to promote the idea of using RHA by elaborating upon their various production processes, different properties, pozzolanic activity and its contribution to the cementitious system.
Keywords:
Contribution of RHA, fineness, reactive silica, secondary C-S-H gel, supplementary cementitious materials,
Competing interests
The authors have no competing interests.
Open Access Policy
This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.
Copyright
The authors have no competing interests.
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ISSN (Online): 2040-7467
ISSN (Print): 2040-7459 |
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