Imperial College London
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ProfessorChrisCheeseman

Faculty of Engineering, Department of Civil and Environmental Engineering

Professor of Materials Resources Engineering
 
 
 
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Contact

 

c.cheeseman

 
 
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Location

 

242Skempton BuildingSouth Kensington Campus

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Summary

 

Publications

Citation

BibTex format

@inproceedings{Kia:2021:10.33593/qenzddjg,
author = {Kia, A and Wong, HS and Cheeseman, CR},
doi = {10.33593/qenzddjg},
publisher = {International Society for Concrete Pavements},
title = {Freeze-Thaw Durability Of Clogging Resistant Permeable Concrete},
url = {http://dx.doi.org/10.33593/qenzddjg},
year = {2021}
}
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RIS format (EndNote, RefMan)

TY  - CPAPER
AB  - <jats:p>Permeable concrete pavements are one of the most promising flood mitigation strategies. However, they have a number of limitations including low strength, low resistance to clogging and freeze/thaw degradation, limiting their application particularly in cold climates. Through extensive laboratory work, a novel high-strength clogging resistant permeable pavement (CRP) has been developed to address these shortcomings. In this paper, we investigated the freeze-thaw durability performance of a range of conventional permeable concrete and novel CRP. Samples were exposed to repeated freeze-thaw cycles (-20 to +20C) and their mass, ultrasonic pulse velocity (UPV) and compressive strength were evaluated over time. The results show that CRP is highly resistant to freeze-thaw cycles while conventional permeable concrete degrades rapidly. This study demonstrates that CRP is durable under frost action and therefore has the potential to be deployed in harsh wintry conditions.</jats:p>
AU  - Kia,A
AU  - Wong,HS
AU  - Cheeseman,CR
DO  - 10.33593/qenzddjg
PB  - International Society for Concrete Pavements
PY  - 2021///
TI  - Freeze-Thaw Durability Of Clogging Resistant Permeable Concrete
UR  - http://dx.doi.org/10.33593/qenzddjg
ER  -
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