{"id":3826,"date":"2026-04-25T22:55:11","date_gmt":"2026-04-25T14:55:11","guid":{"rendered":"\/jase\/?post_type=tkuisotope&p=3826"},"modified":"2026-04-26T20:01:30","modified_gmt":"2026-04-26T12:01:30","slug":"jase-202609-32-008","status":"publish","type":"tkuisotope","link":"\/jase\/?tkuisotope=jase-202609-32-008","title":{"rendered":"Design of Polyurethane Pervious Concrete and Weather Resistance"},"content":{"rendered":"\n
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<\/i> 2026<\/a><\/p>\n<\/div>\n\n\n\n

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<\/i> Volume 32<\/a><\/p>\n<\/div>\n\n\n\n

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Mingming Dong1<\/sup>, Xianwei Ma2<\/sup><\/i><\/a>, and Wenbin Zhang3<\/sup><\/p>\n\n\n\n

1<\/sup>School of Management, Henan University of Urban Construction, Pingdingshan, 467036, China<\/p>\n\n\n\n

2<\/sup>School of Civil and Transport Engineering, Henan University of Urban Construction, Pingdingshan, 467036, China<\/p>\n\n\n\n

3<\/sup>School of Intelligent Construction and Civil Engineering, Zhongyuan University of Technology, Zhengzhou, 450007, China<\/p>\n<\/div>\n\n\n\n

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Received: January 8, 2026
Accepted: February 13, 2026
Publication Date: April 25, 2026<\/p>\n<\/div>\n<\/div>\n\n\n\n

\"\u4e0a\u50b3\u5716\u7247\"\n\n\n

Installation diagram. 1-Sealed device 2-Water supply system 3-Overflow port 4-Sample 5-Outlet 6-Vessel 7-Waterhead. <\/p>\n<\/div>\n<\/div>\n\n\n\n

<\/i> Copyright <\/strong>The Author(s). This is an open access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0)<\/a>, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are cited.<\/p>\n\n\n\n

Download Citation:  BibTeX <\/a>| http:\/\/dx.doi.org\/10.6180\/jase.202609_32.008<\/a>  <\/p>\n\n\n\n

Download PDF<\/a><\/p>\n\n\n\n

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Polyurethane pervious concrete has gained significant attention in urban pavement applications due to its rapid construction, wide color range, and improved comfort underfoot. This material offers a promising alternative for sustainable and aesthetically adaptable pavements. Research has focused on optimizing the aggregate-to binder ratio to balance key properties such as compressive strength, surface porosity, and water permeability. Experimental results indicate that a 30:1 aggregate-to-binder ratio achieves the best compromise, providing approximately 5 MPa compressive strength and 11.45 mm\/s permeability. While increasing aggregate content enhances surface porosity, most pores remain isolated, limiting permeability improvement. Thermal aging tests revealed an initial increase in strength due to polymerization, followed by a decline from oxidation. Red
specimens exhibited higher resistance to heat degradation compared to green and yellow ones. UV exposure had a less significant effect, but red specimens again demonstrated superior durability. High-humidity conditions severely reduced compressive strength, with a 26% loss after fourteen days, highlighting vulnerability to water vapor. The study is limited to laboratory-scale testing, utilizing only iron oxide pigments, without field validation or evaluation of alternative pigments. Additionally, drainage system design and freeze-thaw performance were not assessed. Future research should focus on enhancing water vapor resistance through modified binder compositions or surface treatments, testing other pigments, evaluating freeze-thaw durability, and validating performance in real-world field conditions. These steps will provide a comprehensive understanding of polyurethane pervious concrete\u2019s durability, functionality, and practical applicability in urban infrastructure projects.<\/p>\n\n\n\n

Keywords: Polyurethane pervious concrete; Aging resistance; Color; Water vapor damage; Thermal aging; Weather resistance; Permeable pavement; Drainage design; Infrared absorption<\/em><\/p>\n\n\n\n

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