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dc.contributor.authorM. N., Ikhsan
dc.contributor.authorH. A. A., Sidek
dc.contributor.authorI. M., Pauzi
dc.contributor.authorZ. A., Wahab
dc.contributor.authorA. A., Amry
dc.date.accessioned2010-01-21T08:47:49Z
dc.date.available2010-01-21T08:47:49Z
dc.date.issued2009-12-01
dc.identifier.citationp.1-5en_US
dc.identifier.urihttp://dspace.unimap.edu.my/123456789/7549
dc.descriptionOrganized by School of Materials Engineering & Sustainable Engineering Research Cluster, 1st - 2nd December 2009 at Putra Brasmana Hotel, Kuala Perlis, Perlis.en_US
dc.description.abstractThe effect of mixing time of concrete and its workability and compressive strength have been studied. The concrete samples used in the study are normal concrete of grade 30. The proportion of mixtures used in this study was calculated using software called Clacrete. Three concrete cubes of 150mm size were casted immediately after mixing. The same grade of concrete was prepared with the mixing time of 30 minutes to 5 hours. All of the concrete samples were cured for 28 days under room temperature before they were compressed for strength measurement using a compression machine. The experimental results show that the compressive strength of concrete decreases when the mixing time is increased.en_US
dc.language.isoenen_US
dc.publisherUniversiti Malaysia Perlisen_US
dc.relation.ispartofseriesProceedings of the Malaysian Metallurgical Conference '09 (MMC'09)en_US
dc.subjectMixing timeen_US
dc.subjectConcrete -- Mixingen_US
dc.subjectConcrete -- Testingen_US
dc.subjectConcrete mixturesen_US
dc.subjectConcreteen_US
dc.titleRelationship between mixing time and concrete strengthen_US
dc.typeWorking Paperen_US


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