Imperial College London

Professor Hong S. Wong

Faculty of EngineeringDepartment of Civil and Environmental Engineering

Professor of Concrete Materials
 
 
 
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Contact

 

+44 (0)20 7594 5956hong.wong Website

 
 
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Assistant

 

Ms Ruth Bello +44 (0)20 7594 6040

 
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Location

 

228DSkempton BuildingSouth Kensington Campus

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Summary

 

Publications

Citation

BibTex format

@article{Kia:2022:10.1061/jpeodx.0000395,
author = {Kia, A and Wong, HS and Cheeseman, CR},
doi = {10.1061/jpeodx.0000395},
journal = {Journal of Transportation Engineering Part B-Pavements},
title = {Freeze–thaw durability of conventional and novel permeable pavement replacement},
url = {http://dx.doi.org/10.1061/jpeodx.0000395},
volume = {148},
year = {2022}
}

RIS format (EndNote, RefMan)

TY  - JOUR
AB - Permeable concrete pavements are becoming more common as a stormwater management system to mitigate urban flooding. However, they have several well-defined drawbacks including low permeability, high clogging potential, and low strength and durability, notably in cold climates exposed to freezing and thawing. A new generation of high-strength clogging-resistant permeable pavement replacement (CRP) has been developed, through extensive laboratory work, to address these shortcomings and advance the field of permeable pavements. This paper reports on new advances in permeable pavement systems and the performance of a range of conventional permeable concrete and the developed novel CRP (both prepared using Portland cement) of varying porosity exposed to freeze–thaw cycles. This will allow performance evaluations of both systems in a cold climate. The tests involved exposing samples to temperatures varying from −20°C to +20°C and measuring changes in mass, area, compressive strength, and ultrasonic pulse velocity after each cycle. These new results show that CRP is highly resistant to degradation caused by freeze–thaw cycles compared to conventional permeable concrete, reducing maintenance requirements and improving service life. This study presents the first high-strength clogging-resistant permeable pavement replacement that is durable under frost action, these findings will support and enable wider use of permeable pavements in cold regions.
AU - Kia,A
AU - Wong,HS
AU - Cheeseman,CR
DO - 10.1061/jpeodx.0000395
PY - 2022///
SN - 2573-5438
TI - Freeze–thaw durability of conventional and novel permeable pavement replacement
T2 - Journal of Transportation Engineering Part B-Pavements
UR - http://dx.doi.org/10.1061/jpeodx.0000395
UR - http://hdl.handle.net/10044/1/99639
VL - 148
ER -