Please use this identifier to cite or link to this item: http://dspace.unimap.edu.my:80/xmlui/handle/123456789/22846
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dc.contributor.authorWan Mohd Hakimie, Wan Mohd Nasir-
dc.date.accessioned2013-01-06T13:36:52Z-
dc.date.available2013-01-06T13:36:52Z-
dc.date.issued2011-04-
dc.identifier.urihttp://dspace.unimap.edu.my/123456789/22846-
dc.descriptionAccess is limited to UniMAP community.en_US
dc.description.abstractConcrete is the most widely used manmade product in the world. But the depletion of the natural fine aggregate and the requirement for reduction in the cost of concrete production has resulted in the increased need to identify alternative of fine aggregate used in concretes. Quarry dust, a by-product from the crushing process during quarrying activities in the studied material. This study investigates some characteristic of quarry dust and discusses the potential of quarry dust to be used as substitution for sand in concrete. The properties of quarry dust that were determined are particle size distribution and specific gravity. Besides that, slump for 20%, 60% and 100% of substitution for concrete mix design based on BS 5328 tested in order to determine the wright w/c ratio. Then, the 7, 14 and 28 days compressive strength of those concrete specimens, were tested. This test purposely for comparison between standard mixes with substitution concrete mix. Results obtained shows that standard mix possesses higher compressive strength. But the optimum substitution is at 60% due to the results almost same with standard mix. All test cubes results are acceptable according concrete grade 20 which mean all specimens should have compressive strength higher than 20MPa.en_US
dc.language.isoenen_US
dc.publisherUniversiti Malaysia Perlis (UniMAP)en_US
dc.subjectConcreteen_US
dc.subjectQuarry dusten_US
dc.subjectFine aggregateen_US
dc.subjectConstruction materialsen_US
dc.titleProperties of sustainable concrete with substitution of quarry dust as recycled fine aggregateen_US
dc.typeLearning Objecten_US
dc.contributor.advisorRoshazita Che Amaten_US
dc.publisher.departmentSchool of Environmental Engineeeringen_US
Appears in Collections:School of Environmental Engineering (FYP)

Files in This Item:
File Description SizeFormat 
Abstract, Acknowledgement.pdf425.34 kBAdobe PDFView/Open
Conclusion.pdf179.42 kBAdobe PDFView/Open
Introduction.pdf288.7 kBAdobe PDFView/Open
Literature review.pdf448.41 kBAdobe PDFView/Open
Methodology.pdf439.45 kBAdobe PDFView/Open
Reference and appendix.pdf994.52 kBAdobe PDFView/Open
Results and discussion.pdf344.01 kBAdobe PDFView/Open


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