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Article

Evolution Mechanism of Volume Parameters and Gradation Optimization Method for Asphalt Mixtures Based on Dual-Domain Fractal Theory

1
Intelligent Transportation System Research Center, Southeast University, Nanjing 211189, China
2
College of Civil Engineering and Architecture, Xinjiang University, Urumqi 830017, China
3
Nanjing Modern Multimodal Transportation Laboratory, Nanjing 211100, China
4
Xinjiang Transportation Planning, Survey and Design Institute Co., Ltd., Urumqi 830006, China
5
Zhejiang Province Engineering Research Center for Applied Technology of Digital Highways, Zhejiang Institute of Communications, Hangzhou 311112, China
*
Author to whom correspondence should be addressed.
Materials 2026, 19(3), 488; https://doi.org/10.3390/ma19030488
Submission received: 28 December 2025 / Revised: 21 January 2026 / Accepted: 22 January 2026 / Published: 26 January 2026

Abstract

The primary objective of this study is to bridge the gap between descriptive geometry and mechanistic design by establishing a dual-domain fractal framework to analyze the internal architecture of asphalt mixtures. This research quantitatively assesses the sensitivity of volumetric indicators—namely air voids (VV), voids in mineral aggregate (VMA), and voids filled with asphalt (VFA)—by employing the coarse aggregate fractal dimension (Dc), the fine aggregate fractal dimension (Df), and the coarse-to-fine ratio (k) through Grey Relational Analysis (GRA). The findings demonstrate that whereas Df and k substantially influence macro-volumetric parameters, the mesoscopic void fractal dimension (DV) remains structurally unchanged, indicating that gradation predominantly dictates void volume rather than geometric intricacy. Sensitivity rankings create a prevailing hierarchy: Process Control (Compaction) > Skeleton Regulation (Dc) > Phase Filling (Pb) > Gradation Adjustment (k, Df). Dc is recognized as the principal regulator of VMA, while binder content (Pb) governs VFA. A “Robust Design” methodology is suggested, emphasizing Dc to stabilize the mineral framework and reduce sensitivity to construction variations. A comparative investigation reveals that the optimized gradation (OG) achieves a more stable volumetric condition and enhanced mechanical performance relative to conventional empirical gradations. Specifically, the OG group demonstrated a substantial 112% enhancement in dynamic stability (2617 times/mm compared to 1230 times/mm) and a 75% increase in average film thickness (AFT), while ensuring consistent moisture and low-temperature resistance. In conclusion, this study transforms asphalt mixture design from empirical trial-and-error to a precision-engineered methodology, providing a robust instrument for optimizing the long-term durability of pavements in extreme cold and arid environments.
Keywords: asphalt mixture; dual-domain fractal theory; volumetric parameters; gradation optimization; grey relational analysis asphalt mixture; dual-domain fractal theory; volumetric parameters; gradation optimization; grey relational analysis

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MDPI and ACS Style

Hu, B.; Qian, Z.; Zhang, F.; Zhang, Y. Evolution Mechanism of Volume Parameters and Gradation Optimization Method for Asphalt Mixtures Based on Dual-Domain Fractal Theory. Materials 2026, 19, 488. https://doi.org/10.3390/ma19030488

AMA Style

Hu B, Qian Z, Zhang F, Zhang Y. Evolution Mechanism of Volume Parameters and Gradation Optimization Method for Asphalt Mixtures Based on Dual-Domain Fractal Theory. Materials. 2026; 19(3):488. https://doi.org/10.3390/ma19030488

Chicago/Turabian Style

Hu, Bangyan, Zhendong Qian, Fei Zhang, and Yu Zhang. 2026. "Evolution Mechanism of Volume Parameters and Gradation Optimization Method for Asphalt Mixtures Based on Dual-Domain Fractal Theory" Materials 19, no. 3: 488. https://doi.org/10.3390/ma19030488

APA Style

Hu, B., Qian, Z., Zhang, F., & Zhang, Y. (2026). Evolution Mechanism of Volume Parameters and Gradation Optimization Method for Asphalt Mixtures Based on Dual-Domain Fractal Theory. Materials, 19(3), 488. https://doi.org/10.3390/ma19030488

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