Loading article...
Loading article...
Stream/Area:
-
Subject:
-
Paper ID:
IJSREM21140
Volume:
7 |
5 |
May 2023
Pages:
Publication Frequency:
Monthly (12 issues per year)
License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.
Effects of partial replacement of cement with rice husk ash on concrete properties are studied in this project. Cement is one of the most expensive constituents of concrete. The entire construction industry is searching a suitable and effective waste product that would minimize the use of cement and reduces the construction cost. In recent years the agricultural waste or by-products has received increasing attention in the economic, scientific, social and technological areas. Rice husk (RH) is a by-product of rice milling and rice husk ash (RHA) is obtained by burning of rice husk in boiler. RHA consists of large amount (approximately 85–95%) of amorphous silica. In past few years RH and its ash has been utilized extensively in different fields for synthesizing different materials and in wide variety of applications. The silica obtained from RHA provides a potential substitute to conventional silica for the synthesis of many value-added products. This project is based on increasing compressive strength with the help of rice husk ash (RHA) as partial replacement. In this study rice husk ash was prepared by open control burning, grinded and replaced with cement at 0, 10, 20, 30% respectively, with a mix ratio of 1:2.3:3.4 at a constant water cement ratio of 0.55. The compressive strength and workability test of these concrete specimens were studied. Super plasticiser sulphonated naphthalene formaldehyde (SNF) was used 0.5% by the weight of cement in this study. Due to puzzolanic reactivity rice husk ash is used as supplementary cementing materials in concrete it has economical and technical advantages to be used in concrete. Compressive strength was studied after 7 days, 14 days and 28 days specimens curing. The compressive strength of the concrete specimens decreases with an increase in the proportion of rice husk ash content. It was concluded that at 7th day of curing concrete specimen gave early strength gain while at 28th day of curing.
KEYWORDS
Publication Date
5/14/2023
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
Documents
Article Views
0
Total views since publication
PDF Downloads
1
Total downloads since publication
Geographic Reach
5
Digital Preservation: This article is permanently archived on Zenodo and complies with all data preservation standards across major indexing platforms.
Plagiarism Screening
This manuscript has been checked for plagiarism using TurnitinPlagiarismChecker software.
Conflict of Interest
The authors declare no conflict of interest related to this research work.
Funding Information
No funding information available for this research.
Related research in the same subject area
Loading similar articles...