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dc.contributor.authorKhairul Nusrat, Kamal
dc.date.accessioned2015-03-11T08:23:06Z
dc.date.available2015-03-11T08:23:06Z
dc.date.issued2013-06
dc.identifier.urihttp://dspace.unimap.edu.my:80/xmlui/handle/123456789/39169
dc.descriptionAccess is limited to UniMAP community.en_US
dc.description.abstractThis project presents the result of brick masonry strength depends on different bonding follow by the type brick and to determine the crack pattern at the masonry wall. The arrangement was used in this research is stretcher bond and stack bond. There were three types of brick was used in this research which is clay brick, sand brick and modified sand brick using coconut shell. Six specimens were used in this research where three types of brick for stretcher bond and another three types of brick for stack bond. The ratio for mortar mixture is 1:3 which is one for cement and three for sand. The test was used is compressive strength. This test is to compare compressive strength between arrangement of brick and types of brick. It is also to determine the crack pattern of brick masonry arrangement. The fixed time purposed is 20 seconds during the test of compressive strength before getting the maximum reading. This test was done by referring BS 1881-118. The stretcher bond of brick arrangement was stronger where the highest value stated at 2.24 kN compared to stack bond with only 1.49 kN. Similarly, clay brick was stronger with 2.24 kN than sand brick with 1.71 kN and also modified sand brick using coconut shell with only 1.55 kN. For crack pattern, the stretcher bond was crack at the part of the mortar and brick. However the crack pattern for stack bond was happen at the mortar.en_US
dc.language.isoenen_US
dc.publisherUniversiti Malaysia Perlis (UniMAP)en_US
dc.subjectBrick masonryen_US
dc.subjectBrick productionen_US
dc.subjectBricken_US
dc.subjectStrengthen_US
dc.titleStudy on the different arrangement of brick masonry wall between three type of bricksen_US
dc.typeLearning Objecten_US
dc.contributor.advisorShamsinar Salehuddinen_US
dc.publisher.departmentSchool of Environmental Engineeringen_US


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