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

Concrete 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 structu...

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Main Authors: Hasan D., Alisibramulisi A., Habulat A., Bakar S., Ramli M.Z., Musir A.A.
Other Authors: 57204434116
Format: Conference Paper
Published: American Institute of Physics Inc. 2023
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spelling my.uniten.dspace-235682023-05-29T14:50:16Z Performance of infill reinforced concrete masonry unit wall with addition of waste pavement as aggregate material Hasan D. Alisibramulisi A. Habulat A. Bakar S. Ramli M.Z. Musir A.A. 57204434116 57189308673 57195981776 56919829200 57195984780 57200119679 Concrete 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). Final 2023-05-29T06:50:16Z 2023-05-29T06:50:16Z 2018 Conference Paper 10.1063/1.5066882 2-s2.0-85058044385 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058044385&doi=10.1063%2f1.5066882&partnerID=40&md5=854e2611d5ef3f0a0ce0bc1fbc0c31e1 https://irepository.uniten.edu.my/handle/123456789/23568 2030 20241 American Institute of Physics Inc. Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
description Concrete 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).
author2 57204434116
author_facet 57204434116
Hasan D.
Alisibramulisi A.
Habulat A.
Bakar S.
Ramli M.Z.
Musir A.A.
format Conference Paper
author Hasan D.
Alisibramulisi A.
Habulat A.
Bakar S.
Ramli M.Z.
Musir A.A.
spellingShingle Hasan D.
Alisibramulisi A.
Habulat A.
Bakar S.
Ramli M.Z.
Musir A.A.
Performance of infill reinforced concrete masonry unit wall with addition of waste pavement as aggregate material
author_sort Hasan D.
title Performance of infill reinforced concrete masonry unit wall with addition of waste pavement as aggregate material
title_short Performance of infill reinforced concrete masonry unit wall with addition of waste pavement as aggregate material
title_full Performance of infill reinforced concrete masonry unit wall with addition of waste pavement as aggregate material
title_fullStr Performance of infill reinforced concrete masonry unit wall with addition of waste pavement as aggregate material
title_full_unstemmed Performance of infill reinforced concrete masonry unit wall with addition of waste pavement as aggregate material
title_sort performance of infill reinforced concrete masonry unit wall with addition of waste pavement as aggregate material
publisher American Institute of Physics Inc.
publishDate 2023
_version_ 1806428225427996672
score 13.223943

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