Article Sidebar

Submitted
April 30, 2025
Accepted
May 27, 2025
Published
May 30, 2025
Download
pdf
Statistic
Read Counter : 281 Download : 175

Main Article Content

Abstract

The durability of pervious concrete is threatened by the phenomena of leaching (chemical dissolution) and abrasion (mechanical wear). This systematic literature review analyzes studies from Scopus (2019–2024), utilizing keywords such as “pervious concrete” or “porous concrete”, “leaching”, and “abrasion”. Articles were selected based on open access, peer-review status, and relevance to experimental/theoretical data. Leaching, primarily driven by the dissolution of calcium from portlandite and C-S-H phases, weakens the cement matrix and increases porosity. Meanwhile, abrasion is physical wear resulting from mechanical forces that erode the cement paste and lead to aggregate dislodgement. Critically, leaching and abrasion interact synergistically in a self-reinforcing degradation cycle: leaching weakens the matrix, making it more susceptible to abrasion, while abrasion exposes fresh material, accelerating further leaching. Although material optimization (e.g., angular aggregates and silica fume additives) and controlled carbonation curing can mitigate degradation, significant research gaps persist. Notably, there is a lack of systematic investigation to optimize cement-aggregate ratios for simultaneous leaching and abrasion resistance, as well as a scarcity of standardized coupled degradation test protocols. To address this gap, a systematic investigation is needed to optimize the sand-to-cement ratio in concrete filters, balancing durability (including resistance to fluid friction during backwashing) with sustained filtration capacity. This is crucial for developing pervious concrete as a sustainable and durable urban solution.

Keywords

Abrasion Durability Leaching Pervious Concrete Sustainability

Article Details

License

Copyright (c) 2025 Khoirul Fatah Hidayat, Budi Kamulyan, Intan Supraba

Creative Commons License

This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

Authors who publish with this journal agree to the following terms:

  1. Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
  2. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
  3. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).

PLAGIARISM CHECK

All manuscripts submitted to AJIE will be checked free of plagiarism elements. Manuscripts that do not meet the requirements will be returned to the author for further correction or will be rejected immediately.

The plagiarism check used by AJIE is Turnitin.

 

How to Cite
Hidayat, K. F., Kamulyan, B., & Supraba, I. (2025). A Review of Leaching and Abrasion Behavior of Pervious Concrete: english. AJIE (Asian Journal of Innovation and Entrepreneurship), 9(02), 107–116. https://doi.org/10.20885/ajie.vol9.iss2.art4
Download Citation
Endnote/Zotero/Mendeley (RIS)
BibTeX

References

  1. Adenot, F., & Buil, M. (1992). Modelling of the corrosion of the cement paste by deionized water. Cement and Concrete Research, 22(2–3). https://doi.org/10.1016/0008-8846(92)90092-A
  2. Akkaya, A., & Çağatay, İ. H. (2021). Experimental investigation of the use of pervious concrete on high volume roads. Construction and Building Materials, 279. https://doi.org/10.1016/j.conbuildmat.2021.122430
  3. Bai, X., Zhou, H., Bian, X., Chen, X., & Ren, C. (2024). Compressive Strength, Permeability, and Abrasion Resistance of Pervious Concrete Incorporating Recycled Aggregate. Sustainability (Switzerland) , 16(10). https://doi.org/10.3390/su16104063
  4. Banevičienė, V., Malaiškienė, J., Boris, R., & Zach, J. (2022). The Effect of Active Additives and Coarse Aggregate Granulometric Composition on the Properties and Durability of Pervious Concrete. Materials, 15(3). https://doi.org/10.3390/ma15031035
  5. Bilal, H., Chen, T., Ren, M., Gao, X., & Su, A. (2021). Influence of silica fume, metakaolin & SBR latex on strength and durability performance of pervious concrete. Construction and Building Materials, 275. https://doi.org/10.1016/j.conbuildmat.2020.122124
  6. Cao, M., Hong, W. B., Yang, X. D., Jia, Y. Q., Li, L., Wu, S. Y., Yang, H. S., & Chen, X. M. (2023). Dense and strong calcite ceramics prepared by room-temperature cold sintering based on high-pressure-enhanced solubility. Journal of the American Ceramic Society, 106(3), 1668–1680. https://doi.org/10.1111/jace.18877
  7. Chen, J. J., Thomas, J. J., & Jennings, H. M. (2006). Decalcification shrinkage of cement paste. Cement and Concrete Research, 36(5), 801–809. https://doi.org/10.1016/j.cemconres.2005.11.003
  8. Chen, T., & Gao, X. (2020). Use of Carbonation Curing to Improve Mechanical Strength and Durability of Pervious Concrete. ACS Sustainable Chemistry and Engineering, 8(9). https://doi.org/10.1021/acssuschemeng.9b07348
  9. El-Hassan, H., Kianmehr, P., & Zouaoui, S. (2019). Properties of pervious concrete incorporating recycled concrete aggregates and slag. Construction and Building Materials, 212. https://doi.org/10.1016/j.conbuildmat.2019.03.325
  10. Fei, M., Luo, C., Zheng, X., Fu, T., Ling, K., Chen, H., Liu, W., & Qiu, R. (2024). High-performance pervious concrete using cost-effective modified vinyl ester as binder. Construction and Building Materials, 414. https://doi.org/10.1016/j.conbuildmat.2024.134908
  11. Ferić, K., Sathish Kumar, V., Romić, A., & Gotovac, H. (2023). Effect of Aggregate Size and Compaction on the Strength and Hydraulic Properties of Pervious Concrete. Sustainability (Switzerland), 15(2). https://doi.org/10.3390/su15021146
  12. Fernández Bertos, M., Simons, S. J. R., Hills, C. D., & Carey, P. J. (2004). A review of accelerated carbonation technology in the treatment of cement-based materials and sequestration of CO2. In Journal of Hazardous Materials (Vol. 112, Issue 3). https://doi.org/10.1016/j.jhazmat.2004.04.019
  13. Furkan Ozel, B., Sakallı, Ş., & Şahin, Y. (2022). The effects of aggregate and fiber characteristics on the properties of pervious concrete. Construction and Building Materials, 356. https://doi.org/10.1016/j.conbuildmat.2022.129294
  14. Garrabrants, A. C., Sanchez, F., & Kosson, D. S. (2004). Changes in constituent equilibrium leaching and pore water characteristics of a Portland cement mortar as a result of carbonation. Waste Management, 24(1). https://doi.org/10.1016/S0956-053X(03)00135-1
  15. Guo, L., Guan, Z., Guo, L., Shen, W., Xue, Z., Chen, P., & Li, M. (2020). Effects of recycled aggregate content on pervious concrete performance. Journal of Renewable Materials, 8(12). https://doi.org/10.32604/jrm.2020.013415
  16. Guo, L., Liu, S., Chen, S., Wang, L., & Xue, Z. (2019). Research on mechanical properties, permeability and abrasion resistance of fibers modified recycled aggregate pervious concrete. Nongye Gongcheng Xuebao/Transactions of the Chinese Society of Agricultural Engineering, 35(2). https://doi.org/10.11975/j.issn.1002-6819.2019.02.020
  17. Hua, M., Chen, B., Liu, Y., Liu, H., Zhu, P., Chen, C., & Wang, X. (2021). Durability and abrasion resistance of innovative recycled pervious concrete with recycled coarse aggregate of different quality under sulfate attack. Applied Sciences (Switzerland), 11(20). https://doi.org/10.3390/app11209647
  18. Huang, D., Wang, X., Tian, J., & Liu, Y. (2025). Effect of leaching on mechanical properties and durability of concrete: A review. Journal of Building Engineering, 100, 111682. https://doi.org/10.1016/j.jobe.2024.111682
  19. Lee, M. G., Wang, Y. C., Wang, W. C., & Hsieh, Y. C. (2024). Abrasion and Maintenance of High-Strength Fiber-Reinforced Pervious Concrete. Buildings, 14(1). https://doi.org/10.3390/buildings14010127
  20. Lenka, B., Rudolf, H., Lucia, O., & Martin, T. (2020). Effect of type of aggregate on abrasion resistance of concrete. In Materials Science Forum: Vol. 987 MSF.
  21. Ma, C., Kang, Z., Zhang, L., Xuan, H., Nong, P., Pan, S., Kong, Q., Zhu, Y., & Zhu, Z. (2023). Dissolution and precipitation of calcite in different water environments | 方解石在不同水环境中的溶解与沉淀作用. Carsologica Sinica, 42(1), 29–39. https://doi.org/10.11932/karst20230102
  22. Mikami, R. J., Kummer, A. C. B., & Döll, M. M. R. (2020). Leaching of pervious concrete produced using mixed recycled aggregates. Brazilian Archives of Biology and Technology, 63. https://doi.org/10.1590/1678-4324-2020180408
  23. Muthu, M., Chandrasekharapuram Ramakrishnan, K., Santhanam, M., Rangarajan, M., & Kumar, M. (2019). Heavy Metal Removal and Leaching from Pervious Concrete Filter: Influence of Operating Water Head and Reduced Graphene Oxide Addition. Journal of Environmental Engineering, 145(9). https://doi.org/10.1061/(asce)ee.1943-7870.0001551
  24. Overmann, S., Lin, X., & Vollpracht, A. (2021). Investigations on the leaching behavior of fresh concrete – A review. Construction and Building Materials, 272. https://doi.org/10.1016/j.conbuildmat.2020.121390
  25. Spoorthy, B. M., Chandrappa, A. K., & Sahoo, U. C. (2023). Mechanical and Functional Property Investigation of 2-Layered Pervious Concrete. The Open Civil Engineering Journal, 17(1). https://doi.org/10.2174/18741495-v16-e220922-2022-ht31-3975-1
  26. Van Gerven, T., Cornelis, G., Vandoren, E., & Vandecasteele, C. (2007). Effects of carbonation and leaching on porosity in cement-bound waste. Waste Management, 27(7). https://doi.org/10.1016/j.wasman.2006.05.008
  27. Vivek, D., Jayaguru, C., Rampradheep, G. S., & Subramaniam, S. (2023). Experimental investigation on carbonation due to climate change impacts. Global Nest Journal, 25(6). https://doi.org/10.30955/gnj.005004
  28. Yin, S., Chen, Y., Yang, Y., Huang, H., & Lv, H. (2018). Effect of supplementary cementitious materials on the resistance of cement paste to carbonic acid water. Structural Concrete, 19(5). https://doi.org/10.1002/suco.201700226
  29. Yogafanny, E., Triatmadja, R., Nurrochmad, F., & Supraba, I. (2023). THE LEACHING BEHAVIOR OF PERVIOUS MORTAR USED AS WATER FILTER IN RURAL AREAS. International Journal of GEOMATE, 25(110). https://doi.org/10.21660/2023.110.3942
  30. Yogafanny, E., Triatmadja, R., Nurrochmad, F., & Supraba, I. (2024). Leaching Potential and Effectiveness of Pervious Mortar Filters in Bacteria and Turbidity Removal from Surface Water. International Journal of Engineering, Transactions A: Basics, 37(7), 1252–1262. https://doi.org/10.5829/ije.2024.37.07a.05
  31. Youssari, F. Z., Taleb, O., & Benosman, A. S. (2023). Towards understanding the behavior of fiber-reinforced concrete in aggressive environments: Acid attacks and leaching. Construction and Building Materials, 368. https://doi.org/10.1016/j.conbuildmat.2023.130444
  32. Yu, D., Fan, Y., Feng, C., Wu, Y., Liu, W., Fu, T., & Qiu, R. (2022). Preparation and performance of pervious concrete with wood tar-formaldehyde-modified epoxy resins. Construction and Building Materials, 350. https://doi.org/10.1016/j.conbuildmat.2022.128819
  33. Zhang, W., & Gao, Y. (2019). Experimental Study of Pervious Concrete Using Recycled Coarse Aggregate. IOP Conference Series: Earth and Environmental Science, 283(1). https://doi.org/10.1088/1755-1315/283/1/012006
  34. Zhang, W. lu, Yuan, Z. jian, Li, D. qiang, Zhang, K., & Zhao, L. yang. (2022). Mechanical and vegetation performance of porous concrete with recycled aggregate in riparian buffer area. Journal of Cleaner Production, 332. https://doi.org/10.1016/j.jclepro.2021.130015