Effect of polypropylene fibers on strength and durability of permeable concrete road as urban drainage alternatives
DOI:
https://doi.org/10.7764/RDLC.25.1.171Keywords:
Permeable concrete, polypropylene fiber, strength, durability, drainage.Abstract
Rapid urbanization and the global climate crisis have intensified the challenges of sustainable transportation and urban drainage. Inadequate storm water infrastructure in many developing cities often results in severe water accumulation on road surfaces, increasing the risk of aquaplaning and freeze-related accidents. This study investigates fiber-reinforced permeable concrete (FRPC) as an alternative rigid pavement material capable of enhancing both drainage capacity and structural performance. Experimental mixtures incorporating polypropylene fibers at 0.5–1.0 kg/m³ were evaluated in terms of mechanical strength, durability, and permeability. The results demonstrated that the inclusion of fibers increased compressive strength by up to 77%, splitting tensile strength by 65%, and flexural strength by 40%, while abrasion resistance was significantly improved. However, permeability decreased slightly with fiber addition, and freeze–thaw resistance remained limited. Microstructural analyses confirmed that fiber bridging contributed to improved crack control and residual strength. The findings suggest that FRPC can effectively mitigate surface water accumulation and improve road safety, particularly in light-traffic areas, pedestrian and bicycle paths, and parking facilities. Overall, unlike previous studies, it explicitly addresses the simultaneous optimization of drainage capacity and mechanical performance, providing a novel integrated approach to FRPC as a sustainable pavement solution. Polypropylene fiber reinforcement provides a practical and sustainable approach to balancing permeability with mechanical durability in pavement design tailored to urban drainage needs.
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References
American Concrete Institute (ACI). (2006). Pervious concrete (ACI 522R-06). Farmington Hills, MI: ACI. Retrieved from https://www.concrete.org/Portals/0/Files/PDF/Previews/52206_2pager.pdf
Acun, S. (2000). Yüksek dayanımlı beton üretiminde dizayn parametresi olarak lifsel katkıların irdelenmesi [Examination of fibrous additives as a design parameter in high-strength concrete production]. Master’s Thesis, Istanbul Technical University, Istanbul, Turkey. Retrieved from http://hdl.handle.net/11527/22134
ASTM International. (1999). Standard test method for pulse velocity through concrete (ASTM C597-09). West Conshohocken, PA: ASTM International. Retrieved from https://webstore.ansi.org/standards/astm/astmc59709
ASTM International. (2015). Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing (ASTM C666/C666M–15). West Con-shohocken, PA: ASTM International.
Azad, A., Mousavi, S. F., Karami, H., Farzin, S., (2019). Application of Talc as an Eco-Friendly Additive to Improve the Structural Behavior of Porous Concrete. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 43 (Suppl 1): S443–S453. https://doi.org/10.1007/s40996-018-0177-1
Bentur, A., & Mindess, S. (2006). Fibre reinforced cementitious composites. New York, NY: Elsevier Science Publishing Ltd. https://doi.org/10.1201/9781482267747
Bilir, T. (2012). Effects of non-ground slag and bottom ash as fine aggregate on concrete permeability properties. Construction and Building Materials, 26(1), 730–734. https://doi.org/10.1016/j.conbuildmat.2011.06.080
Can, Ö., Durmuş, G., Subaşı, S., Yıldız, K., & Arslan, M. (2009). Lif katkılı betonların aşınma direnci üzerindeki etkileri [Effects of fiber additives on the abrasion resistance of concrete]. In Proceedings of the 5th International Advanced Technologies Symposium (IATS’09), Karabük, Turkey, May 13–15. Retrieved from https://serkansubasi.net/yayinlar/B14.pdf
Ceylan, C. (1999). Lifli geçirimli beton yol üstyapısının incelenmesi [Investigation of fiber-reinforced pervious concrete pavement]. Master’s Thesis, Istanbul Technical University, Istanbul, Turkey.
Evrensel. (2019, May 5). Cars stuck on the road after heavy rain [Photograph]. Retrieved from https://www.evrensel.net/images/840/upload/dosya/216086.jpg
Ghafoori, N., Dutta, S., (1995). Laboratory Investigation of Compacted No-fines Concrete for Paving Materials. Journal of Materials in Civil Engineering, ASCE, Vol. 7, No.3. https://doi.org/10.1061/(ASCE)0899-1561(1995)7:3(183)
Hasani, M., Nejad, F. M., Sobhani, J., Chini, M., (2021). Mechanical and Durability Properties of Lif Reinforced Concrete Overlay: Experimental Results and Numerical Simulation. Constructions and Building Materials, 268(2021). https://doi.org/10.1016/j.conbuildmat.2020.121083
Huang, B., Wu, H., Shu, X., Burdette, E. G., (2010). Laboratory evaluation of permeability and strength of polymer-modified pervious concrete. Constr. Build. Mater., 24 (5) (2010), pp. 818-823. https://doi.org/10.1016/j.conbuildmat.2009.10.025
Hussin, A., Poole, C., (2011). Petrography evidence of the interfacial transition zone (ITZ) in the normal strength concrete containing granitic and lime-stone aggregates. Construction and Building Materials. Volume 25, Issue 5, May 2011, Pages 2298-2303. https://doi.org/10.1016/j.conbuildmat.2010.11.023
Kızılelma, R. (2021). Beton Yol Performansına Makro ve Mikro Fiberlerin Etkisinin Araştırılması [Investigation of the effect of macro and micro fibers on concrete road performance]. Master’s Thesis, Harran University, Institute of Science, Sanliurfa, Turkey, 142 p. Retrieved from http://acikerisim.harran.edu.tr:8080/jspui/bitstream/11513/2810/1/689789.pdf
Kozak, M. (2011). Beton Yollar ve Beton Yol Yapımının Araştırılması [Concrete roads and the investigation of concrete road construction]. Electronic Journal of Construction Technologies, 7(1), 89–99. Retrieved from https://dergipark.org.tr/tr/download/article-file/206863
Kozak, M. (2013). Çelik Lifli Betonlar ve Kullanım Alanlarının Araştırılması [Investigation of steel fiber-reinforced concretes and their areas of use]. SDU Journal of Technical Sciences, 3(5), 26–35. Retrieved from https://dergipark.org.tr/tr/download/article-file/196127
McCain, G. N., & Dewoolkar, M. M. (2010). Porous concrete pavements: Mechanical and hydraulic properties. Transportation Research Record, 2164, 66–75. https://doi.org/10.3141/2164-09
Mehrabi, P., Shariati, M., Kabirifar, K., Jarrah, M., Rasekh, H., Trung, N. T., Shariati, A., Jahandari, S., (2021). Effect of pumice powder and nano-clay on the strength and permeability of fiber-reinforced pervious concrete incorporating recycled concrete aggregate., Construction and Building Materials Volume 287, 14 June 2021, 122652. https://doi.org/10.1016/j.conbuildmat.2021.122652
Miguez, M. G., Rezende, O. M., Veról, A. P., (2014). City Growth and Urban Drainage Alternatives: Sustainability Challenge. Journal of Urban Planning and Development, Volume 141, Issue 3, https://doi.org/10.1061/(ASCE)UP.1943-5444.0000219
Milind, V. M., (2015). Performance of Polypropylene Fiber Reinforced Concrete. IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-ISSN: 2278-1684,p-ISSN: 2320-334X, Volume 12, Issue 1 Ver. I (Jan- Feb. 2015), PP 28-36. https://www.iosrjournals.org/iosr-jmce/papers/vol12-issue1/Version-1/E012112836.pdf
Norm Haber. (2023, May 20). Heavy rainfall in Spain [Photograph]. Retrieved from https://www.normhaber.com/wp-content/uploads/2023/05/ispanya-1.jpg
Qian, C. X., Stroeven, P., (2000). Development of Hybrid Polypropylene-steel Fibre-reinforced Concrete. Cement and Concrete Research, 30, 63-69. https://doi.org/10.1016/S0008-8846(99)00202-1
Qin, Y., Hiller, J. E., (2016). Water availability near the surface dominates the evaporation of pervious concrete. Constr. Build. Mater., 111 (2016), pp. 77-84. https://doi.org/10.1016/j.conbuildmat.2016.02.063
Schaefer, V. R., Kevern, J. T., Suleiman, M. T., & Wang, K. (2006). Mix design development for pervious concrete in cold weather climates (Report No. 2006-01). Transportation Research Board (TRB).
Sreekumara Ganapathy, V. S., Manju, R., & Sasikumar, P. (2025). Predicting the mechanical characterization of polymer hybrid fiber-reinforced concrete using linear regression analysis and various codes. Revista de la Construcción, 24(1), 60–74. https://doi.org/10.7764/RDLC.24.1.60
Sun, Z., Xu, Q., (2009). Microscopic, Physical and Mechanical Analysis of Polypropylene Fiber Reinforced Concrete. Materials Science and Engineering. https://doi.org/10.1016/j.msea.2009.07.056
Tanrıverdi, T. (2013). Silis Dumanı ve İnce Kumun Poroz Kaplama Betonuna Etkilerinin İncelenmesi [Investigation of the Effects of Silica Fume and Fine Sand on Porous Concrete Coatings]. Master’s Thesis, Gümüşhane University, Institute of Science, Turkey.
THBB Concrete Roads Technical Working Group. (2003). Beton yollar [Concrete roads]. Türkiye Mühendislik Haberleri, 427, 38–44. Retrieved from https://izmir.imo.org.tr/Eklenti/1311,beton-yollarpdf.pdf?0
TS EN 12350-2. (2019). Testing fresh concrete — Part 2: Slump test. Turkish Standards Institution (TSE), Ankara, Türkiye.
TS EN 12390-3. (2019). Testing hardened concrete — Part 3: Compressive strength of test specimens. Turkish Standards Institution (TSE), Ankara, Türkiye.
TS EN 12390-5. (2019). Testing hardened concrete — Part 5: Flexural strength of test specimens. Turkish Standards Institution (TSE), Ankara, Türkiye.
TS EN 12390-6. (2019). Testing hardened concrete — Part 6: Tensile splitting strength of test specimens. Turkish Standards Institution (TSE), Ankara, Türkiye.
TS EN 12390-7. (2019). Testing hardened concrete — Part 7: Density of hardened concrete. Turkish Standards Institution (TSE), Ankara, Türkiye.
Ünal, B. (2003). Çelik Tel ve Polipropilen Lif İçerikli Beton Yolların Mekaniksel Özeliklerinin Araştırılması [Investigation of the mechanical properties of steel and polypropylene fiber-reinforced concrete pavements]. Master’s Thesis, Erciyes University, Institute of Science, Kayseri, Turkey.
Wu, J., Hu, L., Hu, C., Wang, Y., Zhou, J., Li, X., (2023). Impact of Polypropylene Fiber on the Mechanical and Physical Properties of Pervious Concrete: An Experimental Investigation. Buildings, 13(8), 1966. https://doi.org/10.3390/buildings13081966
Wu, S., Zhang, W., Zhang, Y., & Wang, C. (2024). Arresting properties of polypropylene fiber-reinforced foamed concrete under wet–dry cycles. Construc-tion and Building Materials, 427, 136233. https://doi.org/10.1016/j.conbuildmat.2024.136233
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