Physical properties of local palm oil clinker and fly ash

As Malaysia will focus on biotechnology field as indicated in Ninth Malaysian Plan (RMK9) will bring tremendous effects to the local palm oil industry which also produces palm oil clinker as its waste by-product. This paper will studied the suitability of palm oil clinker to be used as coarse and fi...

Full description

Saved in:
Bibliographic Details
Main Authors: Ahmad, Hilton@Mohd Hilton, Mohd Noor, Nurazuwa
Format: Conference or Workshop Item
Published: 2007
Subjects:
Online Access:http://eprints.uthm.edu.my/1888/
http://eprints.uthm.edu.my/1888/1/PHYSICAL_PROPERTIES_OF_LOCAL_PALM_OIL_MOHD_HILTON_AHMAD_2007.pdf
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:As Malaysia will focus on biotechnology field as indicated in Ninth Malaysian Plan (RMK9) will bring tremendous effects to the local palm oil industry which also produces palm oil clinker as its waste by-product. This paper will studied the suitability of palm oil clinker to be used as coarse and fine aggregate for palm oil clinker concrete production. The parameters studied includes sieve analysis, specific gravity, moisture content, water adsorption, bulk density, aggregate impact value, crushing aggregate value, etc. Another local waste material from coal combustion, pulverized fuel ash (pfa) which react as pozzolanic material which have been proved by previous researchers as cement replacement in concrete mix proportioning to enhance the concrete properties also been studied for its physical properties. This study includes consistency of cement-fly ash paste, initial and final setting of different proportion of cementfly ash paste as well as the specific gravity of fly ash. All parameters for local palm oil clinker and pulverized fly ash were conducted and measured according to British Standard. All parameters were analyzed and compared to the values that been proposed by British Standard. The results given by the palm oil clinker and fly ash were found to be in good agreement with the concrete testing values for structural use.