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dc.contributor.authorMohd Mustafa Al Bakri, Abdullah
dc.contributor.authorSyed Nuzul Fadzli Syed Adam
dc.contributor.authorM. D. Abu Bakar
dc.contributor.authorK. W Leong
dc.date.accessioned2008-05-22T07:20:25Z
dc.date.available2008-05-22T07:20:25Z
dc.date.issued2007-06-09
dc.identifier.urihttp://dspace.unimap.edu.my/123456789/1191
dc.descriptionOrganized by Universiti Malaysia Perlis (UniMAP), 9th - 12th June 2007 at Park Royal Hotel, Penang.en_US
dc.description.abstractThis research will attempt to use rubber waste (tire rubber) replacement of coarse aggregate to produce early age concrete. An experiment will carry out to determine the strength of early age concrete with rubber waste coarse aggregate to compare with the rubber waste as filler in concrete (with crushed stone coarse aggregate and sand fine aggregate).This research will carry out 2 difference type of concrete which are rubberized concrete and rubber filler in concrete. In rubberized concrete, rubbers were used to replace coarse aggregates and river sand as fine aggregate. Furthermore, in rubber filler in concrete, crushed stone was used as coarse aggregate and river sand as fine aggregate. Coarse aggregate usually gravel or crushed stone and shredded rubber as filler in concrete. The design strength of mixture concrete is 15 MPa for 7 days and water cement ratio are 0.4, 0.5, and 0.7. Lastly; the compression cube test will be test on 7 days. The properties of the aggregate will compared.en_US
dc.language.isoenen_US
dc.publisherUniversiti Malaysia Perlis (UniMAP)en_US
dc.relation.ispartofseries1st International Conference on Sustainable Materials 2007 (ICoSM2007)en_US
dc.subjectRubber Waste Aggregateen_US
dc.subjectCompressive strengthen_US
dc.subjectWater – cement Ratioen_US
dc.subjectAggregates (Building materials)en_US
dc.subjectBuilding materialsen_US
dc.subjectWaste products as a building materialsen_US
dc.titleComparison of Rubber as Aggregate and Rubber as Filler in Concreteen_US
dc.title.alternative1st International Conference on Sustainable Materials 2007 (ICoSM2007)en_US
dc.typeWorking Paperen_US


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