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Article | Civil and Sustainable Urban Engineering | Volume 3 - Issue 1 - 2023 | 70-80 | https://doi.org/10.53623/csue.v3i1.236
© 2023 by the author(s), and is licensed under the Creative Commons Attribution 4.0 International (CC BY 4.0) License Creative Commons Attribution 4.0 International (CC BY 4.0) License

Evaluating the Clogging Phenomenon in Pervious Concrete from January 2015 to December 2022

Author(s): Ehsan Teymouri 1 , Kwong Soon Wong 1 , Masoud Rouhbakhsh 2 , Mahdi Pahlevani 3 , Mehdi Forouzan 4
Author(s) information:
1 Department of Civil and Construction Engineering, Faculty of Engineering and Science, Curtin University Malaysia, CDT 250, 98009 Miri, Sarawak, Malaysia.
2 Research and Development Director of Mashhad Water and Wastewater Company, Mashhad, Iran.
3 Manager of the Parkand Abad Wastewater Treatment Plant of Mashhad Water and Wastewater Company, Mashhad, Iran.
4 Faculty of Engineering, Department of Civil Engineering, Islamic Azad University of Bandar Abbas, 685P+C7V, Bandar Abbas, Iran.

Corresponding author

Civil and Sustainable Urban Engineering

Volume 3 - Issue 1 - 2023

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This study investigated the effects of clogging in Pervious Concrete (PC) from January 2015 to December 2022. Three different PC mixtures were used, which included coarse aggregate (4.75-9.5 mm), fine aggregate (0-20% weight of coarse aggregate), cement (340 kg/m3), and w/c ratio of 0.35. The samples were tested for compressive strength, permeability, and porosity. The best PC mixture containing 10% fine aggregate was selected for monitoring clogging over time. This mixture had a compressive strength of 24.7 MPa, permeability of 1.19 mm/s, and void content of 13.96%. A large-scale prototype of PC10 (10% of fine aggregate) measuring 3.5 m in length, 1.7 m in width, and 0.20 m in depth was constructed in Mashhad City, Iran. The in-place infiltration rate was measured on a monthly basis as the PC experienced different rainfall levels. The results showed that due to clogging, the infiltration rate was reduced by an average of 10% for the first four years of the experiments. This was followed by a substantial reduction of 20% in 2019 and 16.75% in 2020. Due to a high level of clogging, the infiltration rate was reduced by 5.02% and 2.23% in 2021 and 2022, respectively. However, the system still has the capacity to infiltrate at 1.14 mm/s. Although no maintenance was performed on the PC system, its efficiency and lifespan were substantially reduced. Nonetheless, the system can still be considered as an effective solution for stormwater management.

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SUBMITTED: 03 April 2023
ACCEPTED: 02 May 2023
PUBLISHED: 4 May 2023
SUBMITTED to ACCEPTED: 29 days
DOI: https://doi.org/10.53623/csue.v3i1.236

Cite this article
Teymouri, E., Wong, K. S. ., Rouhbakhsh, M. ., Pahlevani, M., & Forouzan, M. (2023). Evaluating the Clogging Phenomenon in Pervious Concrete from January 2015 to December 2022. Civil and Sustainable Urban Engineering, 3(1), 70–80. https://doi.org/10.53623/csue.v3i1.236
Keywords
pervious concrete clogging phenomenon infiltration rate stormwater management
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