ISSN: 2734-9438
Website: www.jomc.vn
Investigation of selected properties of porous asphalt using recycled concrete aggregates and fly ash
Abstract
The increasing frequency of urban flooding highlights the urgent need for effective surface drainage solutions, among which the Permeable Pavement System is considered a promising approach. Porous asphalt (PA) is commonly employed as the surface layer in such systems due to its high permeability. This study evaluates the impact of replacing natural aggregates (NA) with recycled concrete aggregates (RCA) in PA mixtures and examines how this substitution influences key mechanical and hydraulic properties of the material. A series of PA samples were fabricated and divided into two groups: one group incorporating RCA, and the other employing NA as the control. The investigated properties include bulk density, permeability coefficient, Marshall stability, indirect tensile strength, Cantabro loss, and resistance to clogging. The results indicate that PA mixtures incorporating RCA exhibit lower bulk density, Marshall stability, indirect tensile strength, and Cantabro resistance, with reductions of 11%, 14%, 5%, and 38.5%, respectively, compared with the NA samples. Conversely, the permeability coefficient of the RCA mixtures increases by approximately 9%. Despite the decrease in several mechanical indicators, all evaluated properties satisfy the technical requirements specified in TCVN 13048. Overall, the findings confirm the feasibility of using RCA in PA mixtures, offering benefits in reducing construction waste while enhancing surface drainage performance in urban infrastructure.
References
- M. A. Rahman, M. A. Imteaz, A. Arulrajah, J. Piratheepan, and M. M. Disfani, “Recycled construction and demolition materials in permeable pavement systems: geotechnical and hydraulic characteristics,” J. Clean. Prod., vol. 90, pp. 183–194, Mar. 2015, doi: 10.1016/j.jclepro.2014.11.042.
- N. V. Phương, T. H. Nam, P. T. Hải, K. V. Cẩn, and N. T. Ngọc, “Nghiên cứu giải pháp thiết kế thoát nước mưa trên đường phố theo hướng bền vững,” Tạp chí Khoa học Công nghệ Xây dựng - ĐHXDHN, vol. 13, no. 2V, pp. 73–85, 2019.
- N. V. Bích and T. H. Nam, “Nghiên cứu khả năng sử dụng tro bay thay thế bột khoáng trong sản xuất bê tông nhựa rỗng,” Tạp chí Khoa học Công nghệ Xây dựng - ĐHXDHN, vol. 19, no. 2V, pp. 104–115, 2025, doi: 10.31814/stce.huce2025-19(2v)-09.
- Z. Abedin Khan, U. Balunaini, S. Costa, and N. H. T. Nguyen, “A review on sustainable use of recycled construction and demolition waste aggregates in pavement base and subbase layers,” Clean. Mater., vol. 13, no. July, p. 100266, 2024, doi: 10.1016/j.clema.2024.100266.
- H. N. Thai et al., “Effects of fines content and maximum particle size on mechanical properties and saturated hydraulic conductivity of recycled concrete aggregates for unbound roadbed materials in Vietnam,” Japanese Geotech. Soc. Spec. Publ., vol. 9, no. 6, pp. 239–244, 2021, doi: 10.3208/jgssp.v09.cpeg116.
- H. N. Thai, T. D. Nguyen, V. T. Nguyen, H. G. Nguyen, and K. Kawamoto, “Characterization of compaction and CBR properties of recycled concrete aggregates for unbound road base and subbase materials in Vietnam,” J. Mater. Cycles Waste Manag., vol. 24, no. 1, pp. 34–48, 2022, doi: 10.1007/s10163-021-01333-1.
- H. N. Thai, K. Kawamoto, H. G. Nguyen, T. Sakaki, T. Komatsu, and P. Moldrup, “Measurements and Modeling of Thermal Conductivity of Recycled Aggregates from Concrete, Clay Brick, and Their Mixtures with Autoclaved Aerated Concrete Grains,” Sustain., vol. 14, no. 4, 2022, doi: 10.3390/su14042417.
- A. Elmagarhe, Q. Lu, M. Alamri, M. Alharthai, and A. Elnihum, “Laboratory performance evaluation of porous asphalt mixture containing recycled concrete aggregate and fly ash,” Case Stud. Constr. Mater., vol. 20, p. e02849, Jul. 2024, doi: 10.1016/j.cscm.2023.e02849.
- H. N. Thai, K. Kawamoto, H. G. Nguyen, T. Komatsu, and P. Moldrup, “Diffusive and convective transport properties and pore-network characteristics of recycled, compacted concrete aggregates for use as road pavement materials,” Constr. Build. Mater., vol. 457, no. April, p. 139460, 2024, doi: 10.1016/j.conbuildmat.2024.139460.
- T. Hoang, V. P. Nguyen, and H. N. Thai, Use of coal ash of thermal power plant for highway embankment construction, vol. 54. Springer Singapore, 2020. doi: 10.1007/978-981-15-0802-8_67.
- Z. Zimar, D. Robert, A. Zhou, F. Giustozzi, S. Setunge, and J. Kodikara, “Application of coal fly ash in pavement subgrade stabilisation: A review,” J. Environ. Manage., vol. 312, no. March, 2022, doi: 10.1016/j.jenvman.2022.114926.
- N. S. Pandian, K. C. Krishna, and A. Sridharan, “California Bearing Ratio Behavior of Soil/Fly Ash Mixtures,” J. Test. Eval., vol. 29, no. 2, pp. 220–226, 2001, doi: 10.1520/jte12249j.
- C. Turan, A. A. Javadi, and R. Vinai, “Effects of Class C and Class F Fly Ash on Mechanical and Microstructural Behavior of Clay Soil—A Comparative Study,” Materials (Basel)., vol. 15, no. 5, 2022, doi: 10.3390/ma15051845.
- H. N. Thai, “Utilization of recycled concrete aggregates mixed with fly ash as the road base materials in Vietnam,” J. Mater. Eng. Struct., vol. 12, pp. 457–467, 2025.
- S. Zhang, B. Chen, B. Tian, X. Lu, and B. Xiong, “Effect of Fly Ash Content on the Microstructure and Strength of Concrete under Freeze–Thaw Condition,” Buildings, vol. 12, no. 12, p. 2113, Dec. 2022, doi: 10.3390/buildings12122113.
- G. J. M. Khowshnaw and S. M. S. Zebari, “Evaluation and Performance of Fly Ash in Porous Asphalt by Using Two Sources of Asphalt Binder,” EURASIAN J. Sci. Eng., vol. 4, no. 4, pp. 122–134, Jun. 2019, doi: 10.23918/EAJSE.V4I4P122.
- R. Pradoto, E. Puri, T. Hadinata, Q. D. Rahman, and R. M. Az-zuchruf, “Improving Strength of Porous Asphalt: A Nano Material Experimental Approach,” J. Rekayasa Sipil, vol. 15, no. 2, p. 75, Dec. 2019, doi: 10.25077/JRS.15.2.75-89.2019.
- N. V. Bích and T. H. Nam, “Nghiên cứu khả năng sử dụng tro bay thay thế bột khoáng trong sản xuất bê tông nhựa rỗng,” Tạp chí Khoa học Công nghệ Xây dựng - ĐHXDHN, vol. 19, no. 2V, pp. 104–115, May 2025, doi: 10.31814/STCE.HUCE2025-19(2V)-09.
- A. Elmagarhe, Q. Lu, M. Alharthai, M. Alamri, and A. Elnihum, “Performance of Porous Asphalt Mixtures Containing Recycled Concrete Aggregate and Fly Ash,” Mater. 2022, Vol. 15, Page 6363, vol. 15, no. 18, p. 6363, Sep. 2022, doi: 10.3390/MA15186363.
- TCVN 13048 :2024, “Thi công và nghiệm thu lớp mặt đường nhựa rỗng,” 2024, Tiêu chuẩn quốc gia.
- TCVN 10302:2014, “Phụ gia hoạt tính tro bay dùng cho bê tông, vữa xây và xi măng,” 2014, Tiêu chuẩn quốc gia.
- TCVN 8860-1:2011, “Bê tông nhựa - Phương pháp thử - Phần 1: Xác định độ ổn định, độ dẻo Marshall,” 2011, Tiêu chuẩn quốc gia.
- C. S. Poon and D. Chan, “Feasible use of recycled concrete aggregates and crushed clay brick as unbound road sub-base,” Constr. Build. Mater., vol. 20, no. 8, pp. 578–585, Oct. 2006, doi: 10.1016/j.conbuildmat.2005.01.045.
- H. N. Thai et al., “Effects of Particle Size and Type of Aggregate on Mechanical Properties and Environmental Safety of Unbound Road Base and Subbase Materials: A Literature Review,” Int. J. GEOMATE, vol. 20, no. 78, pp. 148–157, 2021, doi: 10.21660/2021.78.GX281.

