Study of effective laying pattern of permeable interlocking concrete paver for storm-water management

Green computing; Runoff; Skid resistance; Storms; Stretchers; Water management; Coverage area; Infiltration rate; Laying patterns; Permeable interlocking concrete pavers; Ring method; Storm-water managements; Stretcher bonds; Wet conditions; Infiltration

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Bibliographic Details
Main Authors: Chow M.F., Ng J.W., Chong S.T.
Other Authors: 57214146115
Format: Conference Paper
Published: Institute of Physics Publishing 2023
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author Chow M.F.
Ng J.W.
Chong S.T.
author2 57214146115
author_facet 57214146115
Chow M.F.
Ng J.W.
Chong S.T.
author_sort Chow M.F.
building UNITEN Library
collection Institutional Repository
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
continent Asia
country Malaysia
description Green computing; Runoff; Skid resistance; Storms; Stretchers; Water management; Coverage area; Infiltration rate; Laying patterns; Permeable interlocking concrete pavers; Ring method; Storm-water managements; Stretcher bonds; Wet conditions; Infiltration
format Conference Paper
id my.uniten.dspace-24497
institution Universiti Tenaga Nasional
publishDate 2023
publisher Institute of Physics Publishing
record_format dspace
spelling my.uniten.dspace-244972023-05-29T15:23:59Z Study of effective laying pattern of permeable interlocking concrete paver for storm-water management Chow M.F. Ng J.W. Chong S.T. 57214146115 57210921075 55307895000 Green computing; Runoff; Skid resistance; Storms; Stretchers; Water management; Coverage area; Infiltration rate; Laying patterns; Permeable interlocking concrete pavers; Ring method; Storm-water managements; Stretcher bonds; Wet conditions; Infiltration This study determined the skid resistance and runoff infiltration rate of different laying patterns of PICP, namely stretcher bond and herringbone patterns. The dimensions of PICP block are 10.3 cm (height) � 12.5 cm (width) � 25 cm (length) and arranged for a total coverage area of 1.8 m2. Pendulum skid resistance tester and ring method were used to determine the skid resistant and runoff infiltration rate, respectively. The herringbone pattern showed higher skid resistant value in either dry or wet condition compared to stretcher bone pattern. Herringbone pattern exhibited infiltration rate of 21450.7 mm/hr while stretcher bond pattern only has an infiltration rate of 18516 mm/hr. It is observed that herringbone pattern performed better than the stretcher pattern in term of storm-water management. � 2019 Published under licence by IOP Publishing Ltd. Final 2023-05-29T07:23:59Z 2023-05-29T07:23:59Z 2019 Conference Paper 10.1088/1757-899X/551/1/012010 2-s2.0-85071862454 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85071862454&doi=10.1088%2f1757-899X%2f551%2f1%2f012010&partnerID=40&md5=48b6d00f7d0977b201386826068d07a6 https://irepository.uniten.edu.my/handle/123456789/24497 551 1 12010 All Open Access, Bronze Institute of Physics Publishing Scopus
spellingShingle Chow M.F.
Ng J.W.
Chong S.T.
Study of effective laying pattern of permeable interlocking concrete paver for storm-water management
title Study of effective laying pattern of permeable interlocking concrete paver for storm-water management
title_full Study of effective laying pattern of permeable interlocking concrete paver for storm-water management
title_fullStr Study of effective laying pattern of permeable interlocking concrete paver for storm-water management
title_full_unstemmed Study of effective laying pattern of permeable interlocking concrete paver for storm-water management
title_short Study of effective laying pattern of permeable interlocking concrete paver for storm-water management
title_sort study of effective laying pattern of permeable interlocking concrete paver for storm-water management
url_provider http://dspace.uniten.edu.my/