The Effect of Compaction Temperature on Marshall Stability in Hydrophobic Self-Healing Hybrid Asphalt
DOI:
https://doi.org/10.65310/5b123x61Keywords:
Marshall Stability, Compaction Temperature, Hybrid Asphalt, Nanosilica, Self-Healing.Abstract
This study examines the influence of compaction temperature on Marshall stability in hydrophobic self-healing hybrid asphalt using a quantitative laboratory experimental approach. The asphalt mixture was formulated with penetration grade 60/70 binder and standard aggregates, modified by nanosilica to enhance hydrophobic characteristics and Escherichia coli as a biological self-healing agent. Compaction temperatures of 180°C, 185°C, and 190°C were evaluated alongside a 150°C control sample without modification. The results indicate a non-linear relationship between temperature and mechanical performance, with stability increasing to an optimum condition at 185°C before declining at higher temperatures. This trend reflects improved densification and aggregate interlocking at moderate temperatures, while excessive heat reduces binder effectiveness due to softening. Volumetric parameters further demonstrate that optimal temperature conditions contribute to balanced void distribution and improved binder efficiency. Additionally, the hybrid system exhibits multi-scale interactions between nano-modification and microbial healing mechanisms, enhancing durability and resistance to environmental factors. These findings emphasize the importance of precise thermal control in optimizing both structural integrity and functional performance of advanced asphalt materials.
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Amandari, R. N., Efendy, A., & Fariyadin, A. (2025). Pengaruh Limbah Bata Ringan sebagai Pengganti Filler Terhadap Karakteristik Uji Marshall Pada Campuran Aspal AC-BC. INNOVATIVE: Journal Of Social Science Research, 5(4), 7178-7193. https://doi.org/10.31004/innovative.v5i4.20873
Cabette, M., Pais, J., & Micaelo, R. (2024). Extrinsic healing of asphalt mixtures: A review. Road Materials and Pavement Design, 25(6), 1145-1173. https://doi.org/10.1080/14680629.2023.2266506
Concha, J. L., Norambuena-Contreras, J., & Garcia, A. (2022). Self-healing asphalt: A review of technologies and evaluation methods. Materials, 15(3), 1012. https://doi.org/10.3390/ma15031012
Dai, Q., You, Z., & Shi, X. (2023). Advances in nano-modified asphalt materials. Journal of Materials in Civil Engineering, 35(2), Article 04022345. https://doi.org/10.1061/(ASCE)MT.1943-5533.0004593
Efendy, A., & Novianti, I. (2025). Analisis Variasi Suhu Rendaman Campuran Aspal Beton Menggunakan Gradasi Faa Dan Bba Untuk Perkerasan Runway: Analysis of Soaking Temperature Variation of Asphalt Concrete Mixture using FAA and BBA Gradations for Runway Pavement. Spektrum Sipil, 12(2), 77-86. https://doi.org/10.29303/spektrum.v12i2.408
Gürer, C., Fidan, U., & Korkmaz, B. E. (2023). Investigation of using conductive asphalt concrete with carbon fiber additives in intelligent anti-icing systems. International Journal of Pavement Engineering, 24(1), 2077941. https://doi.org/10.1080/10298436.2022.2077941
Halim, I. H., & Sepriyanna, I. (2022). Pengaruh Serbuk Ban Bekas Sebagai Bahan Tambah Pada Cphma Dengan Variasi Suhu Pemadatan Terhadap Karateristik Marshall. Construction and Material Journal, 4(2), 83-89. https://doi.org/10.32722/cmj.v4i2.4593
Hou, X., Wang, S., Li, Y., & Chen, Z. (2024). Performance improvement of bio-asphalt using silica fume. Journal of Cleaner Production, 421, Article 138456. https://doi.org/10.1016/j.jclepro.2023.138456
Irwansyah, S. S. A., Desembardi, F., & Sukowati, D. G. (2022). Pengaruh Temperatur Pada Campuran Aspal AC-WC Dengan Parameter Marshall-Test. Jurnal Ilmiah Teknik Sipil (JIMATS), 1(1), 13-18. https://doi.org/10.33506/jimats.v1i1.1837
Jahromi, M. N., Sarkar, A., Mansourian, A., & Zaghi, A. E. (2025). Mechanical performance of hot-mix asphalt modified with porous nanosilica aerogels. Journal of Materials in Civil Engineering, 37(1), 04024436. https://doi.org/10.1061/JMCEE7.MTENG-18625
Jennings, H., Smith, K., & Taylor, R. (2024). Microbial-induced calcium carbonate precipitation in polymer systems. Materials Letters, 350, Article 134123. https://doi.org/10.1016/j.matlet.2023.134123
Jimmyanto, H., & Reskita, L. L. (2025). Pengaruh Suhu dan Waktu terhadap Stabilitas Campuran Aspal AC-BC. Paulus Civil Engineering Journal, 7(3), 362-369. https://doi.org/10.52722/gjkhfg49
Li, X., Zhang, H., & Zhao, Y. (2023). Performance of asphalt under environmental aging conditions. Construction and Building Materials, 364, Article 129945. https://doi.org/10.1016/j.conbuildmat.2022.129945
Liu, Y., Gao, J., & Wang, Q. (2024). Evaluation of compaction temperature based on volumetric properties of asphalt mixtures. Journal of Materials in Civil Engineering, 36(1), Article 04023321. https://doi.org/10.1061/(ASCE)MT.1943-5533.0004821
Massara, A., & Afif, A. (2024). Pengaruh Temperatur Pemadatan Terhadap Karakteristik Mekanis Aspal AC-BC dengan Menguntukkan Serbuk Arang Tempurung Kelapa sebagai Subtitusi Filler. Jurnal Teknik Sipil MACCA, 9(2), 119-128. https://doi.org/10.33096/a7crsg67
Massara, A., Syarkawi, M. T., & Alifuddin, A. (2022). Pengaruh Temperatur Pemadatan terhadap Parameter Marshall Test dan Tegangan Tarik pada Campuran Split Mastic Asphalt. Jurnal Ilmiah Mahasiswa Teknik Sipil, 4(1), 78-89. https://doi.org/10.33096/tr7m9g25
Rumbia, N., Huwae, D. D. M., & Talakua, E. (2023). Analisis Pengaruh Suhu Campuran Ac-Wc Terhadap Berat Jenis Pekerjaan Jalan Taniwel-Saleman Pulau Seram. Journal Agregate, 2(2), 208-213. https://doi.org/10.31959/ja.v2i2.1604
Tarbay, E. W., Ragab, A. A., Gabr, A. R., El-Badawy, S. M., & Awed, A. M. (2024). Morphological, thermochemical, and rheomechanical evaluation of self-healing performance of asphalt binder modified with hybrid-structured phase change material capsules. Construction and Building Materials, 440, 137246. https://doi.org/10.1016/j.conbuildmat.2024.137246
Xu, H., Tan, Y., & Zhou, X. (2021). Hybrid asphalt materials with multifunctional properties. Construction and Building Materials, 289, Article 123145. https://doi.org/10.1016/j.conbuildmat.2021.123145
Yang, P., Min, Z., Tao, R., Sun, Y., Zhao, Y., Chen, F., ... & Huang, W. (2026). Multiscale Simulation Reveals Mechanism of Water Resistance in Long-Chain-Modified Polyurethanes and Their Potential for Pavement Engineering Applications. ACS Applied Polymer Materials. https://doi.org/10.1021/acsapm.6c00436
Yao, H., Wang, Y., Ma, P., Li, X., & You, Z. (2024, October). A literature review: asphalt pavement repair technologies and materials. In Proceedings of the Institution of Civil Engineers-Engineering Sustainability (Vol. 177, No. 5, pp. 259-273). Emerald Publishing Limited. https://doi.org/10.1680/jensu.22.10000
Yousafzai, A. K., Sutanto, M. H., Khan, M. I., Yaro, N. S. A., Baarimah, A. O., Khan, N., ... & Sani, A. (2025). Systematic literature review and scientometric analysis on the advancements in electrically conductive asphalt technology for smart and sustainable pavements. Transportation Research Record, 2679(2), 33-67. https://doi.org/10.1177/03611981241260703
Yu, J., Wu, S., & Zhang, L. (2024). Nano-silica modification in asphalt: Performance and mechanism. Materials Today Communications, 38, Article 107500. https://doi.org/10.1016/j.mtcomm.2023.107500
Zahara, N. A., & Sholichin, I. (2023). Pengaruh Variasi Suhu Pada Campuran Aspal AC-WC Terhadap Karakteristik Marshall. Rekayasa: Jurnal Teknik Sipil, 8(1), 23-28. http://dx.doi.org/10.53712/rjrs.v8i1.2015
Zai, I., Soehardi, F., & Putri, L. D. (2025). Studi Eksperimental Nilai Marshall pada Campuran AC-WC Menggunakan Aspal Modifikasi Karet Alam Terhadap Variasi Suhu Pemadatan. Jurnal Karya Ilmiah Multidisiplin (JURKIM), 5(1), 10-16. https://doi.org/10.31849/jurkim.v5i1.22112
Zhang, Y., Sun, G., & Liu, P. (2020). Functional asphalt materials under environmental loading conditions. Construction and Building Materials, 255, Article 119374. https://doi.org/10.1016/j.conbuildmat.2020.119374
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