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dc.contributor.authorAlida, Abdullah-
dc.contributor.authorShamsul Baharin, Jamaludin, Prof. Dr.-
dc.contributor.authorMazlee, Mohd Noor-
dc.contributor.authorKamarudin, Hussin, Brig. Jen. Dato' Prof. Dr.-
dc.date.accessioned2013-01-07T09:22:03Z-
dc.date.available2013-01-07T09:22:03Z-
dc.date.issued2012-
dc.identifier.citationJournal of Engineering and Applied Sciences, vol. 7 (1), 2012, pages 108-112en_US
dc.identifier.issn1816-949X-
dc.identifier.uriwww.medwelljournals.org/ref.php?doi=jeasci.2012.108.112-
dc.identifier.urihttp://dspace.unimap.edu.my/123456789/22901-
dc.descriptionlink to publisher's homepage at www.medwelljournals.org/en_US
dc.description.abstractThis study presents the compressive strength and crack propagation of cement composites reinforced coconut fibre. The development of cement composites in this research were done by substituting coconut fibre to the portion of sand based on the ratio of cement to sand. Cement composites were mixed with 3, 6, 9, 12, 15 wt. % of coconut fibre and amount of water per cement ratio was fixed at 0.55. They were then cured in water for 7,14 and 28 days of curing. The result obtained that the cement composite with 9 wt. % of coconut fibre gives highest compressive strength and the crack propagation is controlled by coconut fibre addition.en_US
dc.language.isoenen_US
dc.publisherMedwell Journalsen_US
dc.subjectCement compositeen_US
dc.subjectCoconut fibreen_US
dc.subjectCompressive strengthen_US
dc.subjectCrack propagationen_US
dc.subjectMalaysiaen_US
dc.subjectWateren_US
dc.titleCompressive strength and crack propagation of cement composites reinforced coconut fibreen_US
dc.typeArticleen_US
dc.contributor.urlalida6986@gmail.comen_US
Appears in Collections:School of Materials Engineering (Articles)
Kamarudin Hussin, Brig. Jen. Datuk Prof. Dr.
Alida Abdullah, Ts. Dr.
Mazlee Mohd Noor, Assoc. Prof. Dr.
Shamsul Baharin Jamaludin, Prof. Dr.

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