Effect of Groove Infill to the Compressive Strength of Multiple Groove Concrete Block Masonry Unit under Uniformly Distributed Load

Interlocking concrete block is a new concrete masonry unit that is used in the construction industry. This masonry unit can improve the quality of the construction process; reduce the cost of labor, no need high skill workmanship and speeding the construction time. Normally, the interlocking concret...

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Published in:Journal of Physics: Conference Series
Main Author: Aziz F.; Arshad M.F.; Mansor H.
Format: Conference paper
Language:English
Published: Institute of Physics Publishing 2019
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85078348672&doi=10.1088%2f1742-6596%2f1424%2f1%2f012007&partnerID=40&md5=0eaaa48cc344999cc667cc5f970cb5d9
id 2-s2.0-85078348672
spelling 2-s2.0-85078348672
Aziz F.; Arshad M.F.; Mansor H.
Effect of Groove Infill to the Compressive Strength of Multiple Groove Concrete Block Masonry Unit under Uniformly Distributed Load
2019
Journal of Physics: Conference Series
1424
1
10.1088/1742-6596/1424/1/012007
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85078348672&doi=10.1088%2f1742-6596%2f1424%2f1%2f012007&partnerID=40&md5=0eaaa48cc344999cc667cc5f970cb5d9
Interlocking concrete block is a new concrete masonry unit that is used in the construction industry. This masonry unit can improve the quality of the construction process; reduce the cost of labor, no need high skill workmanship and speeding the construction time. Normally, the interlocking concrete block masonry unit in the market place was designed in one way interlocking concept only either x or y-axis, shorter in length and low compressive strength value. However, the biaxial interlocking concrete block is a new concept being introduced in this research. Biaxial interlocking concrete block is a block with the interlocking system at both directions. Besides that, this masonry unit is offered the specialty compared to the normal interlocking concrete available in the market place due to its length and the geometry of the groove and tongue. This concrete masonry unit can be used as a non-load bearing wall or load-bearing wall depends on the application of the masonry. But, there is a lack of technical data was produced before. This paper presents a new finding on the compressive strength of biaxial interlocking concrete block masonry unit. Two series of biaxial interlocking concrete block unit namely BICB1 and BICB2 have tested the compressive strength. BICB1 is the masonry unit of a hollow biaxial interlocking concrete block meanwhile; BICB2 is the masonry unit of groove infill interlocking concrete block. The masonry unit sample tested under static compressive load. The results examine that BICB2 is higher in compressive strength compared to the BICB1. This result shows that BICB2 is better than BICB1, especially in load-bearing wall application. © Published under licence by IOP Publishing Ltd.
Institute of Physics Publishing
17426588
English
Conference paper
All Open Access; Gold Open Access
author Aziz F.; Arshad M.F.; Mansor H.
spellingShingle Aziz F.; Arshad M.F.; Mansor H.
Effect of Groove Infill to the Compressive Strength of Multiple Groove Concrete Block Masonry Unit under Uniformly Distributed Load
author_facet Aziz F.; Arshad M.F.; Mansor H.
author_sort Aziz F.; Arshad M.F.; Mansor H.
title Effect of Groove Infill to the Compressive Strength of Multiple Groove Concrete Block Masonry Unit under Uniformly Distributed Load
title_short Effect of Groove Infill to the Compressive Strength of Multiple Groove Concrete Block Masonry Unit under Uniformly Distributed Load
title_full Effect of Groove Infill to the Compressive Strength of Multiple Groove Concrete Block Masonry Unit under Uniformly Distributed Load
title_fullStr Effect of Groove Infill to the Compressive Strength of Multiple Groove Concrete Block Masonry Unit under Uniformly Distributed Load
title_full_unstemmed Effect of Groove Infill to the Compressive Strength of Multiple Groove Concrete Block Masonry Unit under Uniformly Distributed Load
title_sort Effect of Groove Infill to the Compressive Strength of Multiple Groove Concrete Block Masonry Unit under Uniformly Distributed Load
publishDate 2019
container_title Journal of Physics: Conference Series
container_volume 1424
container_issue 1
doi_str_mv 10.1088/1742-6596/1424/1/012007
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85078348672&doi=10.1088%2f1742-6596%2f1424%2f1%2f012007&partnerID=40&md5=0eaaa48cc344999cc667cc5f970cb5d9
description Interlocking concrete block is a new concrete masonry unit that is used in the construction industry. This masonry unit can improve the quality of the construction process; reduce the cost of labor, no need high skill workmanship and speeding the construction time. Normally, the interlocking concrete block masonry unit in the market place was designed in one way interlocking concept only either x or y-axis, shorter in length and low compressive strength value. However, the biaxial interlocking concrete block is a new concept being introduced in this research. Biaxial interlocking concrete block is a block with the interlocking system at both directions. Besides that, this masonry unit is offered the specialty compared to the normal interlocking concrete available in the market place due to its length and the geometry of the groove and tongue. This concrete masonry unit can be used as a non-load bearing wall or load-bearing wall depends on the application of the masonry. But, there is a lack of technical data was produced before. This paper presents a new finding on the compressive strength of biaxial interlocking concrete block masonry unit. Two series of biaxial interlocking concrete block unit namely BICB1 and BICB2 have tested the compressive strength. BICB1 is the masonry unit of a hollow biaxial interlocking concrete block meanwhile; BICB2 is the masonry unit of groove infill interlocking concrete block. The masonry unit sample tested under static compressive load. The results examine that BICB2 is higher in compressive strength compared to the BICB1. This result shows that BICB2 is better than BICB1, especially in load-bearing wall application. © Published under licence by IOP Publishing Ltd.
publisher Institute of Physics Publishing
issn 17426588
language English
format Conference paper
accesstype All Open Access; Gold Open Access
record_format scopus
collection Scopus
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