Mix Design Beton Berpori Untuk Lantai Ruang Terbuka Hijau Kabupaten Trenggalek

Authors

  • Mohammad Ali Mahfud Efendi Universitas Negeri Surabaya
  • Arie Wardhono Universitas Negeri Surabaya
  • Bambang Sabariman Universitas Negeri Surabaya

DOI:

https://doi.org/10.58192/unitech.v5i1.5014

Keywords:

Pervious Concrete, Green Open Space, Permeability, Sustainable Drainage

Abstract

Increased development of urban areas often leads to a reduction in rainwater catchment area, increasing surface runoff and potential inundation. One of the construction technologies that can be used to overcome this problem is pervious concrete, which is a type of concrete with an open cavity structure that allows rainwater to seep directly into the soil. This study aims to analyze the composition of the porous concrete mixture that is optimal for pavement applications in green open space (RTH) areas in Trenggalek Regency. The research method used an experimental approach with variations in coarse aggregate sizes of 5–10 mm, 10–20 mm, and 20–30 mm as well as different combinations of aggregate proportions. The parameters analyzed include the compressive strength of the concrete, porosity, and permeability. The results showed that the combination of aggregate sizes of 10–20 mm and 5–10 mm with a composition of 50%:50% produced the most optimal porous concrete performance with a compressive strength of 22.40 MPa at the age of 28 days, a porosity value of 16.25%, and a permeability of 1.16 cm/s. This value meets concrete quality requirements for light pavement applications such as parking areas and pedestrian paths according to national standards. The results of this study show that the variation in aggregate size has a significant effect on the balance between the mechanical properties and the hydraulic properties of porous concrete. With these characteristics, porous concrete has the potential to be used as a pavement material in green open space areas to increase the ability of rainwater infiltration and support sustainable infrastructure development in Trenggalek Regency.

References

ACI Committee 522. (2010). Report on pervious concrete (ACI 522R-10). American Concrete Institute.

AlShareedah, O., & Nassiri, S. (2021). Pervious concrete mixture optimization, physical, and mechanical properties and pavement design: A review. Journal of Cleaner Production, 288, 125095.

Aoki, Y., Sudo, T., & Hasegawa, S. (2012). Performance evaluation of pervious concrete pavement for urban drainage systems. Journal of Materials in Civil Engineering, 24(6), 720–728.

Chandrappa, A. K., & Biligiri, K. P. (2016). Pervious concrete as a sustainable pavement material – Research findings and future prospects: A state-of-the-art review. Construction and Building Materials, 111, 262–274.

Chopra, M., Wanielista, M., & Ballock, C. (2007). Hydraulic performance of pervious concrete pavements. Journal of Irrigation and Drainage Engineering, 133(6), 583–592.

Claudino, G. O., Rodrigues, G. G. O., Rohden, A. B., et al. (2022). Mix design for pervious concrete based on the optimization of cement paste and granular skeleton to balance mechanical strength and permeability. Construction and Building Materials, 347, 128620. https://doi.org/10.1016/j.conbuildmat.2022.128620

Cosic, K., Korat, L., Ducman, V., & Netinger, I. (2015). Influence of aggregate type and size on properties of pervious concrete. Construction and Building Materials, 78, 69–76.

Deo, O., & Neithalath, N. (2010). Compressive behavior of pervious concretes and a quantification of the influence of random pore structure features. Materials Science and Engineering A, 528(1), 402–412.

Ferić, K., Kumar, V. S., Romić, A., & Gotovac, H. (2023). Effect of aggregate size and compaction on the strength and hydraulic properties of pervious concrete. Sustainability, 15(2), 1146. https://doi.org/10.3390/su15021146

Gaedicke, C., Marines, A., & Miankodila, F. (2014). A method for comparing cores and cast cylinders in virgin and recycled aggregate pervious concrete. Construction and Building Materials, 52, 494–503.

Ghafoori, N., & Dutta, S. (1995). Building and nonpavement applications of no-fines concrete. Journal of Materials in Civil Engineering, 7(4), 286–289. https://doi.org/10.1061/(ASCE)0899-1561(1995)7:4(286)

Haselbach, L. M., & Gaither, A. (2008). Preliminary field testing: Urban heat island impacts and pervious concrete. Concrete Technology Forum – Focus on Sustainable Development. National Ready Mixed Concrete Association.

Ho, H. L., Ngo, T., & Li, X. (2018). Waste-based pervious concrete for climate-resilient pavements. Materials, 11(6), 900.

Hung, V. V., Seo, S.-Y., Kim, H.-W., & Lee, G.-C. (2021). Permeability and strength of pervious concrete according to aggregate size and blocking material. Sustainability, 13(1), 426. https://doi.org/10.3390/su13010426

Kevern, J. T., Schaefer, V. R., & Wang, K. (2008). Pervious concrete mixture proportioning. National Concrete Pavement Technology Center, Iowa State University.

Liu, R., Xiao, H., Liu, J., & Li, H. (2018). Investigation of the porosity distribution, permeability, and mechanical performance of pervious concretes. Processes, 6(7), 78.

Mahalingam, R., & Mahalingam, S. V. (2016). Analysis of pervious concrete properties. Journal of the Croatian Association of Civil Engineering, 68(6), 493–501.

Montes, F., Valavala, S., & Haselbach, L. M. (2005). A new test method for porosity measurements of Portland cement pervious concrete. Journal of ASTM International, 2(1), 1–13.

Mulu, A., Jacob, P., & Dwarakish, G. S. (2022). Hydraulic performance of pervious concrete based on small size aggregates. Advances in Materials Science and Engineering, 2022, Article 2973255. https://doi.org/10.1155/2022/2973255

Neville, A. M. (2011). Properties of concrete (5th ed.). Pearson Education Limited.

Özel, B. F., Sakallı, Ş., & Şahin, Y. (2022). The effects of aggregate and fiber characteristics on the properties of pervious concrete. Construction and Building Materials, 356, 129294. https://doi.org/10.1016/j.conbuildmat.2022.129294

Pemerintah Kabupaten Trenggalek. (2024). Data ruang terbuka hijau. Trenggalek Satu Data. https://satudata.trenggalekkab.go.id/dataset/336/0/data-ruang-terbuka-hijau

Schaefer, V. R., Wang, K., Suleiman, M. T., & Kevern, J. T. (2006). Mix design development for pervious concrete in cold weather climates. National Concrete Pavement Technology Center, Iowa State University.

Shan, J., Zhang, Y., Wu, S., Lin, Z., Li, L., & Wu, Q. (2022). Pore characteristics of pervious concrete and their influence on permeability attributes. Construction and Building Materials, 327, 126874. https://doi.org/10.1016/j.conbuildmat.2022.126874

Tennis, P. D., Leming, M. L., & Akers, D. J. (2004). Pervious concrete pavements. Portland Cement Association.

Torres, A., Hu, J., & Ramos, A. (2015). The effect of the cementitious paste thickness on the performance of pervious concrete. Construction and Building Materials, 95, 850–859.

Wijekoona, S. H. B., Sathiparan, N., & Subramaniam, D. N. (2024). Optimisation of pervious concrete performance by varying aggregate shape, size, aggregate-to-cement ratio, and compaction effort by using the Taguchi method. International Journal of Pavement Engineering, 25(1), Article 2380523. https://doi.org/10.1080/10298436.2024.2380523

Xiong, B., Wu, X., Liu, W., Lu, X., Gao, H., & Lv, W. (2025). Influence of different aggregate characteristics on pervious concrete. Construction and Building Materials, 460, 139789. https://doi.org/10.1016/j.conbuildmat.2024.139789

Yang, J., & Jiang, G. (2003). Experimental study on properties of pervious concrete pavement materials. Cement and Concrete Research, 33(3), 381–386.

Yu, F., Sun, D., Wang, J., & Hu, M. (2019). Influence of aggregate size on compressive strength of pervious concrete. Construction and Building Materials, 209, 463–475.

Zaetang, Y., Wongsa, A., Sata, V., & Chindaprasirt, P. (2013). Use of lightweight aggregates in pervious concrete. Construction and Building Materials, 48, 585–59

Zhang, J., Sun, H., Shui, X., & Chen, W. (2023). Experimental investigation on the properties of sustainable pervious concrete with different aggregate gradation. International Journal of Concrete Structures and Materials, 17, Article 64. https://doi.org/10.1186/s40069-023-00625-0

Downloads

Published

2026-04-30

How to Cite

Mohammad Ali Mahfud Efendi, Arie Wardhono, & Bambang Sabariman. (2026). Mix Design Beton Berpori Untuk Lantai Ruang Terbuka Hijau Kabupaten Trenggalek. Jurnal Universal Technic, 5(1), 141–167. https://doi.org/10.58192/unitech.v5i1.5014