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dc.contributor.authorMuhamad Hanif, Yusof
dc.date.accessioned2013-03-07T01:58:44Z
dc.date.available2013-03-07T01:58:44Z
dc.date.issued2012-05
dc.identifier.urihttp://dspace.unimap.edu.my/123456789/23952
dc.descriptionAccess is limited to UniMAP community.en_US
dc.description.abstractThis research was attempt to use demolition waste replacement of coarse aggregate to produce concrete. An experiment was carry out to determine the strength of concrete with demolition waste aggregate to compare with the normal concrete (with crushed stone coarse aggregate).This research will carry out the particles size analysis, slump test, curing process, concrete density, water absorption and compressive strength experiment. There are 2 difference type of concrete which are normal concrete and recycled aggregates concrete. In recycled aggregates concrete, demolition waste were used to replace coarse aggregates. Furthermore, in normal concrete, crushed stone was used as coarse aggregate. The design strength of mixture concrete is 30 MPa for 28 days and water cement ratio are 0.5. Lastly,the properties of the aggregate will compared. Based on the results obtained, it was found that the compressive strength of normal concrete readings recorded 45.523 MPa. While a mixture of 40%, 60% and 100% of recycle concrete aggregates each 45.076 MPa, 36.458 MPa and 35.218 MPa.en_US
dc.language.isoenen_US
dc.publisherUniversiti Malaysia Perlis (UniMAP)en_US
dc.subjectConcreteen_US
dc.subjectDemolition wasteen_US
dc.subjectCoarse recycle concreteen_US
dc.subjectCementen_US
dc.titleMechanical behaviour of concrete made with coarse recycle concrete of aggregatesen_US
dc.typeLearning Objecten_US
dc.contributor.advisorRoshazita Che Amaten_US
dc.publisher.departmentSchool of Environmental Engineeringen_US


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