Publication:
Development of composite cement reinforced with coconut fibre

cris.virtual.department Universiti Malaysia Perlis
cris.virtualsource.department d89289a6-fb6a-4a2e-9dc7-231c04b05afe
dc.contributor.author Alida Abdullah
dc.date.accessioned 2024-07-30T08:09:35Z
dc.date.available 2024-07-30T08:09:35Z
dc.date.issued 2012
dc.description.abstract This research was conducted to develop cement composite with the addition of coconut fibre in cement panel. The raw materials used were Ordinary Portland cement, coconut fibre, sand and water. 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. In this study, the ratios used to design the mixture were 1:1:0, 1:0.97:0.03, 1:0.94:0.06, 1:0.91:0.09, 1:0.87:0.12 and 1:0.84:0.15 (cement: sand: coconut fibre). The amount of water per cement ratio was fixed at 0.55 for each mixture ratio. The sizes of sample tested were, 160 mm x 40 mm x 40 mm for compression test, and 100 mm x 100 mm x 40 mm for density, moisture content and water absorption tests. The samples were cured in water for 7, 14, and 28 days. The result shows that the cement composite with 9 wt. % of coconut fibre gives highest flexural and compressive strength. It was found that by increasing the content of coconut fibre, the density of cement composite was decreased while the water absorption and the moisture content percentages were increased. This study also reports the fracture behaviour of composites after flexural test. It revealed the crack bridging had strengthened the composite.
dc.identifier.uri https://hdl.handle.net/20.500.14170/3383
dc.language.iso en
dc.subject Cement composite
dc.subject Coconut fibre
dc.subject Compressive strength
dc.subject Crack propagation
dc.subject Sabut kelapa
dc.subject Materials engineering
dc.title Development of composite cement reinforced with coconut fibre
dc.type Resource Types::text::thesis::master thesis
dspace.entity.type Publication
oairecerif.author.affiliation Universiti Malaysia Perlis
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