Please use this identifier to cite or link to this item: http://dspace.unimap.edu.my:80/xmlui/handle/123456789/39290
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dc.contributor.authorNoor Adlina, Md Daud-
dc.date.accessioned2015-03-24T03:45:06Z-
dc.date.available2015-03-24T03:45:06Z-
dc.date.issued2013-06-
dc.identifier.urihttp://dspace.unimap.edu.my:80/xmlui/handle/123456789/39290-
dc.descriptionAccess is limited to UniMAP community.en_US
dc.description.abstractNowadays technology in concrete has been developing in many ways to enhance the quality and properties of concrete. For this project, saw dust is used in the making of concrete. This project is carried out to study the behavior of saw dust in concrete at fresh and hardened states. It is also to establish the effects of concrete on workability, compressive strength and percentage of water absorption at different sawdust content. The sawdust is used as the replacement of sand in this project. The ratio of sawdust used is 5%, 10% and 15%. All the three ratios will be compared with the normal concrete which does not have sawdust in the concrete. The samples will be done using the 100 mm x 100 mm x 100 mm cubes of mould. Samples were cured in curing tank for 7 days, 14 days and 28 days for compression strength test. From the overall results of laboratory tests, the maximum quantity of saw dust to be added into concrete mix without influencing the strength of the concrete is 5% of weight of sand used. For water absorption test, the concrete samples which are containing 15% sawdust absorb more water than the other samples. The water absorption of concrete is increasing when the sawdust content is increasing and the strength of the concrete is decreasing.en_US
dc.language.isoenen_US
dc.publisherUniversiti Malaysia Perlis (UniMAP)en_US
dc.subjectConcreteen_US
dc.subjectSawdusten_US
dc.subjectSaw dust wasteen_US
dc.subjectBuilding materialsen_US
dc.titleBehavior of concrete with saw dust at fresh and hardened statesen_US
dc.typeLearning Objecten_US
dc.contributor.advisorSyakirah Afiza Mohammeden_US
dc.publisher.departmentSchool of Environmental Engineeringen_US
Appears in Collections:School of Environmental Engineering (FYP)

Files in This Item:
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Abstract, Acknowledgement.pdf695.24 kBAdobe PDFView/Open
Introduction.pdf541.05 kBAdobe PDFView/Open
Literature Review.pdf675.16 kBAdobe PDFView/Open
Methodology.pdf649.02 kBAdobe PDFView/Open
Results and discussion.pdf731.31 kBAdobe PDFView/Open
Conclusion.pdf664.53 kBAdobe PDFView/Open
Reference and appendix.pdf2.76 MBAdobe PDFView/Open


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