Please use this identifier to cite or link to this item: http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40550
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dc.contributor.authorJackline Medan, Ikom-
dc.date.accessioned2015-11-09T04:05:24Z-
dc.date.available2015-11-09T04:05:24Z-
dc.date.issued2013-06-
dc.identifier.urihttp://dspace.unimap.edu.my:80/xmlui/handle/123456789/40550-
dc.descriptionAccess is limited to UniMAP community.en_US
dc.description.abstractPalm oil clinker (POC) is one of the waste material with a low cost that can found in the palm oil industry. POC has potential as a fine aggregate to replace the sand to produce mortar. This thesis was discusses about the impact of POC as a replacement material in a mortar mixture. POC will act as a substitute for sand in the production of mortar with water cement ratio variations diversity. The different of water cement ratio was used in this experiment to get the best result for compressive strength test. There was four different parameter to test the impact of the water cement ratio in the strength of mortar and the parameter is 0.5 , 0.55 , 0.6 , 0.65. Every type of parameter was test by using the different percentage replacement of POC. The percentage replacement of POC is 0%, 25%, 50%, 75%, 100%. The different percentage of POC with different variation of water cement content will produce different result of compressive strength. This thesis showed that the different percentage of POC with variation of water cement ratio can be used in the construction industry, especially for wall brick work and wall plastering work. The result was show that the POC can be used as a lightweight mortar and concrete.en_US
dc.language.isoenen_US
dc.publisherUniversiti Malaysia Perlis (UniMAP)en_US
dc.subjectPalm oil clinker (POC)en_US
dc.subjectAggregatesen_US
dc.subjectMortar mixtureen_US
dc.subjectAgriculture wasteen_US
dc.subjectMortaren_US
dc.titleProperties of mortar strength by using fine aggregate palm oil clinker with variation of water cement ratioen_US
dc.typeLearning Objecten_US
dc.contributor.advisorMd. Hadli Abu Hassanen_US
dc.publisher.departmentSchool of Environmental Engineeringen_US
Appears in Collections:School of Environmental Engineering (FYP)

Files in This Item:
File Description SizeFormat 
Abstract, Acknowledgement.pdf174.73 kBAdobe PDFView/Open
Introduction.pdf126.87 kBAdobe PDFView/Open
Literature review.pdf205.34 kBAdobe PDFView/Open
Methodology.pdf320.27 kBAdobe PDFView/Open
Results and discussion.pdf237.86 kBAdobe PDFView/Open
Conclusion.pdf67.9 kBAdobe PDFView/Open
Reference and appendix.pdf952.22 kBAdobe PDFView/Open


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