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Performance of infill reinforced concrete masonry unit wall with addition of waste pavement as aggregate material

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dc.contributor.authorHasan D.en_US
dc.contributor.authorAlisibramulisi A.en_US
dc.contributor.authorHabulat A.en_US
dc.contributor.authorBakar S.en_US
dc.contributor.authorRamli M.Z.en_US
dc.contributor.authorMusir A.A.en_US
dc.contributor.authorid57204434116en_US
dc.contributor.authorid57189308673en_US
dc.contributor.authorid57195981776en_US
dc.contributor.authorid56919829200en_US
dc.contributor.authorid57195984780en_US
dc.contributor.authorid57200119679en_US
dc.date.accessioned2023-05-29T06:50:16Z
dc.date.available2023-05-29T06:50:16Z
dc.date.issued2018
dc.description.abstractConcrete masonry unit commonly known as concrete block has been widely used in Malaysia. Concrete masonry units (CMU), commonly referred to as concrete blocks, are the most common construction material utilized throughout the Malaysia and neighboring region for exterior walls of conventional structures. A binding agent such as mortar and concrete are able to increase the compressive strength. Additional material use in this experimental will increase the probability strength of concrete masonry unit. Pavement waste are used as an additional aggregate material in order to decrease the space of landfill. By recycling this pavement waste, it help to reduce the quantity of disposed materials. So, there is an initiative to use this pavement waste in structural work since there is an increase the number of construction work in Malaysia. The concrete masonry wall has significant crack pattern when applied with static loading. This investigation present the result of structural behavior of concrete masonry unit wall and to observe the cracking pattern under static loading. The dimension of wall panel is about 1 meter in height and approximately 1.5 meter in width. Strain gauge and linear variable differential transformer (LVDT) was placed in correct position in order to collect the data. The maximum load was applied where the stress develop on the specimen and the data was collected. The displacement and stress-strain result was tabulate accordingly by graph and cracking pattern was observed during the experiment. � 2018 Author(s).en_US
dc.description.natureFinalen_US
dc.identifier.ArtNo20241
dc.identifier.doi10.1063/1.5066882
dc.identifier.scopus2-s2.0-85058044385
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85058044385&doi=10.1063%2f1.5066882&partnerID=40&md5=854e2611d5ef3f0a0ce0bc1fbc0c31e1
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/23568
dc.identifier.volume2030
dc.publisherAmerican Institute of Physics Inc.en_US
dc.sourceScopus
dc.sourcetitleAIP Conference Proceedings
dc.titlePerformance of infill reinforced concrete masonry unit wall with addition of waste pavement as aggregate materialen_US
dc.typeConference Paperen_US
dspace.entity.typePublication
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