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

M. F. Chow, J. W. Ng, S. T. Chong

Research output: Contribution to journalConference article

Abstract

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.

Original languageEnglish
Article number012010
JournalIOP Conference Series: Materials Science and Engineering
Volume551
Issue number1
DOIs
Publication statusPublished - 14 Aug 2019
EventInternational Conference on Green Engineering Technology and Applied Computing 2019, IConGETech2 019 and International Conference on Applied Computing 2019, ICAC 2019 - Bangkok, Thailand
Duration: 04 Feb 201905 Feb 2019

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Water management
Infiltration
Concretes
Skid resistance
Runoff
Pendulums
Bone
procollagen type I carboxy terminal peptide

All Science Journal Classification (ASJC) codes

  • Materials Science(all)
  • Engineering(all)

Cite this

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title = "Study of effective laying pattern of permeable interlocking concrete paver for storm-water management",
abstract = "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.",
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Study of effective laying pattern of permeable interlocking concrete paver for storm-water management. / Chow, M. F.; Ng, J. W.; Chong, S. T.

In: IOP Conference Series: Materials Science and Engineering, Vol. 551, No. 1, 012010, 14.08.2019.

Research output: Contribution to journalConference article

TY - JOUR

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AU - Ng, J. W.

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