Influence of aromatic polyamide fibre on the early-age strength development of cold mix asphalt during curing

Nur'aina Syamimi Nazri; Norfarah Nadia Ismail; Ekarizan Shaffie; Wan Nur Aifa Wan Azahar

Authors

Nur'aina Syamimi Nazri Faculty of Civil Engineering, Universiti Teknologi MARA, Shah Alam, Selangor, Malaysia.
Norfarah Nadia Ismail Faculty of Civil Engineering, Universiti Teknologi MARA Cawangan Sarawak, Kota Samarahan, Sarawak, Malaysia
Ekarizan Shaffie Faculty of Civil Engineering, Universiti Teknologi MARA, Shah Alam, Selangor, Malaysia.
Wan Nur Aifa Wan Azahar Department of Civil Engineering, Kulliyyah of Engineering, International Islamic University Malaysia, Kuala Lumpur, Malaysia

Keywords:

Aromatic polyamide fibre, Cold mix asphalt, Marshall stability, Early-age strength development, Pavement maintenance

Abstract

Cold Mix Asphalt (CMA) is widely used for pavement maintenance because of its ease of application, low energy consumption, and ability to be produced at ambient temperatures. However, its relatively slow curing process delays strength development and limits the timely reopening of repaired pavement sections to traffic. This study investigates the influence of Aromatic Polyamide Fibre (APF) on the early-age strength development of CMA during curing. Laboratory evaluations were conducted on unmodified CMA and CMA modified with 0.05% APF using workability, volumetric properties, and Marshall Stability tests after curing periods of 24, 48, 72, and 96 hours. Exploratory linear regression was performed to examine the relationship between curing duration and Marshall Stability. The results show that the APF-modified mixture had a lower measured air-void content (7.08%) than the control mixture (8.42%). The APF-modified mixture exhibited approximately 35% and 18% higher mean Marshall Stability than the control at 24 and 48 hours, respectively, while both mixtures achieved the required Marshall Stability after 72 hours. Exploratory regression indicated an overall curing-time trend but was not statistically significant and therefore interpreted descriptively rather than as a predictive model. Overall, the findings indicate that APF can improve the early-age mechanical performance of CMA, particularly within the first 48 hours of curing, highlighting its potential as a fibre reinforcement for pavement maintenance applications.

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References

Dash, S. S., Chandrappa, A. K., & Sahoo, U. C. (2022). Design and performance of cold mix asphalt—A review. Construction and Building Materials, 315, 125687. doi: 10.1016/j.conbuildmat.2021.125687.

Thanaya, I. N. A., Zoorob, S. E., & Forth, J. P. (2009). A laboratory study on cold-mix, cold-lay emulsion mixtures. Proceedings of the Institution of Civil Engineers—Transport, 162(1), 47–55. doi: 10.1680/tran.2009.162.1.47.

Addae, D. T., Rahman, M., & Abed, A. (2023). State of art literature review on the mechanical, functional and long-term performance of cold mix asphalt mixtures. Construction and Building Materials, 400, 132759. doi: 10.1016/j.conbuildmat.2023.132759.

Nazri, N. S., Ismail, N. N., Shaffie, E., & Wan Azahar, W. N. A. (2025). Cold mix asphalt as permanent road resurfacing solution: A short review aligned with the Sustainable Development Goal (SDG) 7. International Journal of Academic Research in Progressive Education and Development, 14(1), 1142–1153. doi: 10.6007/IJARPED/v14-i1/24488

Shanbara, H. K., Dulaimi, A., Al-Mansoori, T., Al-Busaltan, S., Herez, M., Sadique, M., & Abdel-Wahed, T. (2021). The future of eco-friendly cold mix asphalt. Renewable and Sustainable Energy Reviews, 149, 111318. doi: 10.1016/j.rser.2021.111318.

Road Engineering Association of Malaysia (REAM). Guidelines on Cold Mix Asphalt for Permanent Pothole Patching. REAM, Kuala Lumpur.

Jain, S., & Singh, B. (2021). Cold mix asphalt: An overview. Journal of Cleaner Production, 280, 124378. doi: 10.1016/j.jclepro.2020.124378.

Huang, C. W., Yang, T. H., & Lin, G. B. (2020). The evaluation of short- and long-term performance of cold-mix asphalt patching materials. Advances in Materials Science and Engineering, 2020, 8968951. doi: 10.1155/2020/8968951.

ASTM International. (2022). ASTM D6927: Standard Test Method for Marshall Stability and Flow of Asphalt Mixtures. ASTM International, West Conshohocken, Pennsylvania.

Liao, M.-C., Luo, C.-C., Wang, T.-Y., & Xie, X. (2016). Developing effective test methods for evaluating cold-mix asphalt patching materials. Journal of Materials in Civil Engineering, 28(10), 04016108. doi: 10.1061/(ASCE)MT.1943-5533.0001639.

Thiriet, A., Gaudefroy, V., Chailleux, E., Piau, J.-M., Delfosse, F., & Leroy, C. (2021). Effects of curing on emulsion cold mix asphalts and their extracted binder. Functional Composite Materials, 2, Article 12. doi: 10.1186/s42252-021-00024-2.

Lin, J., Wei, T., Hong, J., Zhao, Y., & Liu, J. (2015). Research on development mechanism of early-stage strength for cold recycled asphalt mixture using emulsion asphalt. Construction and Building Materials, 99, 137–142. doi:10.1016/j.conbuildmat.2015.09.006.

Guo, M., Tan, Y., & Zhou, S. (2014). Multiscale test research on interfacial adhesion property of cold mix asphalt. Construction and Building Materials, 68, 769–776. doi: 10.1016/j.conbuildmat.2014.06.031.

Ling, C., & Bahia, H. U. (2018). Development of a volumetric mix design protocol for dense-graded cold mix asphalt. Journal of Transportation Engineering, Part B: Pavements, 144(4), 04018039. doi: 10.1061/JPEODX.0000071.

Orosa, P., Pérez, I., & Pasandín, A. R. (2022). Short-term resilient behaviour and its evolution with curing in cold in-place recycled asphalt mixtures. Construction and Building Materials, 323, 126559. doi: 10.1016/j.conbuildmat.2022.126559.

Ji, J., Li, J., Wang, J., Suo, Z., Li, H., & Yao, H. (2023). Early strength of cold recycled emulsified asphalt mixtures. Journal of Materials in Civil Engineering, 35(5), 04023088. doi: 10.1061/JMCEE7.MTENG-14647.

Lin, J., Huo, L., Xu, F., Xiao, Y., & Hong, J. (2018). Development of microstructure and early-stage strength for 100% cold recycled asphalt mixture treated with emulsion and cement. Construction and Building Materials, 189, 924–933. doi: 10.1016/j.conbuildmat.2018.09.064.

Du, Y., Kong, L., & Wei, T. (2019). Laboratory investigation into early-age strength improvement of cold recycled asphalt mixture containing asphalt emulsion and cement. Advances in Civil Engineering, 2019, 7274204. doi: 10.1155/2019/7274204

Wang, Z., Dai, N., Wang, X., Li, G., & Guo, H. (2020). Early-stage road property improvements of cold recycled asphalt emulsion mixture with microwave technology. Journal of Cleaner Production, 263, 121451. doi: 10.1016/j.jclepro.2020.121451.

Guo, Y., Tataranni, P., & Sangiorgi, C. (2023). The use of fibres in asphalt mixtures: A state-of-the-art review. Construction and Building Materials, 390, 131754. doi: 10.1016/j.conbuildmat.2023.131754.

Jia, H., Sheng, Y., Guo, P., Underwood, S., Chen, H., Kim, Y. R., Li, Y., & Ma, Q. (2023). Effect of synthetic fibers on the mechanical performance of asphalt mixture: A review. Journal of Traffic and Transportation Engineering (English Edition), 10(3), 331–348. doi: 10.1016/j.jtte.2023.02.002.

Li, J., Yang, L., He, L., Guo, R., Li, X., Chen, Y., Yaseen, M., & Liu, Y. (2023). Research progresses of fibers in asphalt and cement materials: A review. Journal of Road Engineering, 3(1), 35–70. doi: 10.1016/j.jreng.2022.09.002.

Abtahi, S. M., Sheikhzadeh, M., & Hejazi, S. M. (2010). Fiber-reinforced asphalt-concrete—A review. Construction and Building Materials, 24(6), 871–877. doi: 10.1016/j.conbuildmat.2009.11.009.

Ferrotti, G., Pasquini, E., & Canestrari, F. (2014). Experimental characterization of high-performance fiber-reinforced cold mix asphalt mixtures. Construction and Building Materials, 57, 117–125. doi: 10.1016/j.conbuildmat.2014.01.089.

Saliani, S. S., Tavassoti, P., Baaj, H., & Carter, A. (2021). Characterization of asphalt mixtures produced with short pulp aramid fiber (PAF). Construction and Building Materials, 280, 122554. doi: 10.1016/j.conbuildmat.2021.122554.

Badeli, S., Carter, A., Doré, G., & Saliani, S. (2018). Evaluation of the durability and the performance of an asphalt mix involving aramid pulp fiber: Complex modulus before and after freeze–thaw cycles, fatigue, and TSRST tests. Construction and Building Materials, 174, 60–71. doi: 10.1016/j.conbuildmat.2018.04.103.

Chen, H., Xu, Q., & Chen, S. (2009). Evaluation of asphalt mixtures containing fibres for rutting and cracking resistance. Construction and Building Materials, 23(6), 2223–2230. doi: 10.1016/j.conbuildmat.2008.10.010.

Shanbara, H. K., Ruddock, F., & Atherton, W. (2018). A laboratory study of high-performance cold mix asphalt mixtures reinforced with natural and synthetic fibres. Construction and Building Materials, 172, 166–175. doi: 10.1016/j.conbuildmat.2018.03.252.

Du, S. (2022). Effect of different fibres on the performance properties of cold recycled mixture with asphalt emulsion. International Journal of Pavement Engineering, 23, 3444–3453. doi: 10.1080/10298436.2021.1901100.

Carpani, C., Bocci, E., & Bocci, M. (2023). Characterization of cold recycled asphalt mixtures including reinforcing fibers. Sustainability, 15(23), 16209. doi: 10.3390/su152316209.

Sun, Z., Ma, Y., Liu, S., Li, Y., Qiu, X., & Luo, Z. (2022). Evaluation of engineering properties of fiber-reinforced usual-temperature synthetic pitch modified cold-mix patching asphalt. Case Studies in Construction Materials, 16, e00997. doi: 10.1016/j.cscm.2022.e00997.

Ghafar, S. A., Mohd Warid, M. N., Abdul Hassan, N., Jattak, Z. A., & Radwan, A. A. M. (2024). Mechanical performance of cold mix asphalt containing cup lump rubber as a sustainable bio-modifier. Journal of Traffic and Transportation Engineering (English Edition), 11(3), 424–440. doi: 10.1016/j.jtte.2023.08.001.

Chelelgo, K., et al. (2018). Laboratory mix design of cold bitumen emulsion mixtures incorporating reclaimed asphalt and virgin aggregates. Buildings, 8(12), 177. doi:10.3390/buildings8120177