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

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...

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Main Authors: Chow, M.F., Ng, J.W., Chong, S.T.
Format: Conference Paper
Language:English
Published: 2020
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spelling my.uniten.dspace-128882020-07-07T04:50:44Z Study of effective laying pattern of permeable interlocking concrete paver for storm-water management Chow, M.F. Ng, J.W. Chong, S.T. 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. 2020-02-03T03:27:35Z 2020-02-03T03:27:35Z 2019 Conference Paper 10.1088/1757-899X/551/1/012010 en
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/
language English
description 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.
format Conference Paper
author Chow, M.F.
Ng, J.W.
Chong, S.T.
spellingShingle Chow, M.F.
Ng, J.W.
Chong, S.T.
Study of effective laying pattern of permeable interlocking concrete paver for storm-water management
author_facet Chow, M.F.
Ng, J.W.
Chong, S.T.
author_sort Chow, M.F.
title 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_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_sort study of effective laying pattern of permeable interlocking concrete paver for storm-water management
publishDate 2020
_version_ 1672614186989912064
score 13.211869