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Enhancing Pervious Concrete for Sustainable Urban Stormwater Management: A Novel Mix Design Approach with Local Pozzolans and Polypropylene Fibers | ||
| Journal of Rehabilitation in Civil Engineering | ||
| دوره 14، شماره 2 - شماره پیاپی 42، مرداد 2026 اصل مقاله (900.46 K) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2025.2265 | ||
| نویسندگان | ||
| Mahmood Taghdisi Elli1؛ Kazem Esmaili* 2؛ Saeed Reza Khodashenas3؛ Seyed Ali Ziaee4؛ Saeed Fatemi5 | ||
| 1Ph.D. candidate, water science and engineering, Ferdowsi University of Mashhad, Mashhad, Iran | ||
| 2Associate Professor, water science and engineering, Ferdowsi University of Mashhad, Mashhad, Iran | ||
| 3Professor, water science and engineering, Ferdowsi University of Mashhad, Mashhad, Iran | ||
| 4Assistant Professor, Department of Civil Engineering, Faculty of Engineering, Ferdowsi University of Mashhad, Mashhad, Iran | ||
| 5Ph.D., Department of Civil Engineering, Faculty of Engineering, Ferdowsi University of Mashhad, Mashhad, Iran | ||
| تاریخ دریافت: 16 بهمن 1403، تاریخ بازنگری: 18 مرداد 1404، تاریخ پذیرش: 26 مرداد 1404 | ||
| چکیده | ||
| Urbanization significantly reduces the natural permeability of land, which exacerbates issues related to surface runoff and drainage. Pervious concrete serves as a sustainable pavement solution that enhances water infiltration and helps mitigate urban flooding. This study aimed to develop and evaluate innovative mix designs that incorporate locally sourced ceramic and carbide-based pozzolans, along with polypropylene fibers. The optimal mix was identified as consisting of 5% ceramic pozzolan, 5% carbide pozzolan, and polypropylene fibers. This blend demonstrated exceptional properties, achieving a permeability rate of 140,947 mm/h, a compressive strength of 14.5 MPa, a flexural strength of 2.4 MPa, a porosity of 34.8%, and a density of 1,799 kg/m³. When compared to baseline mixes, the pozzolanic blends not only improved mechanical performance but also maintained or enhanced permeability. These results highlight the proposed mix's substantial potential for cost-effective and high-performance applications in sustainable urban drainage systems, ultimately contributing to improved stormwater management in urban settings. | ||
تازه های تحقیق | ||
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| کلیدواژهها | ||
| Pervious concrete؛ Local pozzolanic materials؛ Sustainable urban drainage systems (SUDS)؛ Stormwater management؛ Mechanical performance | ||
| مراجع | ||
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