The Production of Porous Asphalt Mixtures with Damping Noise Reduction and Self-Healing Properties through the Addition of Rubber Granules and Steel Wool Fibers
Abstract
:1. Introduction
2. Materials and Methods
2.1. Materials
2.2. Preparation of Asphalt Mixture
2.3. Porosity and Permeability Coefficient Tests
2.4. Cantabro Particle Loss and Water Stability Tests
2.5. Asphalt Mixture Bending Test
2.6. Hamburg Wheel-Tracking Test
2.7. Damping and Noise Reduction Performance Test
2.8. Pore Noise Reduction Performance Test
2.9. Induction Heating Test
2.10. Self-Healing Performance Test
3. Results and Discussion
3.1. Porosity of the Mixtures with Different Contents of Rubber Granules
3.2. Permeability Coefficients of Mixtures with Different Contents of Rubber Granules
3.3. Particle Loss Rates of Mixtures with Different Contents of Rubber Granules
3.4. Water Stability of the Mixtures with Different Contents of Rubber Granules
3.5. Low-Temperature Performance of Mixtures with Different Contents of Rubber Granules
3.6. High-Temperature Performance of Mixtures with Different Contents of Rubber Granules
3.7. Effect of Rubber Granule Content on Damping and Noise Reduction Performance of the Mixture
3.8. Porous Noise Reduction Performance of Mixtures with Different Contents of Rubber Granules
3.9. Induction Heating Performance
3.10. Self-Healing Properties
4. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Technical Indicators | Apparent Density/(g/cm3) | Elastic Modulus/MPa | Shore Hardness/HA | Elongated Flat Granule Content/% |
---|---|---|---|---|
Test results | 1.153 | 11.3 | 67 | 5.9 |
Performance Indicators | Penetration at 25 °C/0.1 mm | Softening Point/°C | Ductility, 5 °C/cm | Viscosity at 135 °C/Pa·s | Densities, 15 °C/(g/cm3) |
---|---|---|---|---|---|
Test results | 56 | 75.2 | 63 | 1.132 | 1.045 |
Requirements | 40–60 | ≥60 | ≥20 | ≤3 | - |
Technical Indicators | Diameter/μm | Length/mm | Melting Point/°C |
---|---|---|---|
Test results | 70–130 | 4.2 | 1530 |
Materials | Properties | Tested Values | Technical Requirements | |
---|---|---|---|---|
Basalt | Apparent specific gravity/(g/cm3) | 9.5–16 mm | 2.980 | ≥2.6 |
4.75–9.5 mm | 2.927 | ≥2.6 | ||
Los Angeles abrasion/% | 10.1 | ≤28 | ||
Crushed value/% | 10.9 | ≤26 | ||
Adhesion level | 4 | ≥4 | ||
Limestone | Apparent specific gravity/(g/cm3) | 3–5 mm | 2.739 | ≥2.5 |
0–3 mm | 2.703 | ≥2.5 | ||
Los Angeles abrasion/% | 16.9 | ≤28 | ||
Crushed value/% | 17.2 | ≤26 | ||
Adhesion level | 4 | ≥4 | ||
Limestone Powder | Apparent specific gravity/(g/cm3) | 2.694 | ≥2.5 |
Rubber Granule Content (%) | Bending and Tensile Stress (MPa) | Bending and Tensile Strain (με) | Bending and Tensile Modulus (MPa) |
---|---|---|---|
0 | 6.66 | 3657.50 | 1820.9 |
1 | 6.49 | 3472.70 | 1868.9 |
2 | 5.92 | 3128.89 | 1892.0 |
3 | 5.72 | 3012.65 | 1898.7 |
Rubber Granule Content (%) | Deformation Depth (mm) | Creep Slope |
---|---|---|
0 | 4.89 | −1.60 × 10−3 |
1 | 6.19 | −1.99 × 10−3 |
2 | 7.10 | −2.47 × 10−3 |
3 | 7.87 | −2.93 × 10−3 |
Rubber Granule Content 0% | Full Band Absorption Factor |
---|---|
0% | 0.401 |
1% | 0.447 |
2% | 0.457 |
3% | 0.405 |
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Chen, N.; Wang, H.; Liu, Q.; Norambuena-Contreras, J.; Wu, S. The Production of Porous Asphalt Mixtures with Damping Noise Reduction and Self-Healing Properties through the Addition of Rubber Granules and Steel Wool Fibers. Polymers 2024, 16, 2408. https://doi.org/10.3390/polym16172408
Chen N, Wang H, Liu Q, Norambuena-Contreras J, Wu S. The Production of Porous Asphalt Mixtures with Damping Noise Reduction and Self-Healing Properties through the Addition of Rubber Granules and Steel Wool Fibers. Polymers. 2024; 16(17):2408. https://doi.org/10.3390/polym16172408
Chicago/Turabian StyleChen, Nian, Huan Wang, Quantao Liu, Jose Norambuena-Contreras, and Shaopeng Wu. 2024. "The Production of Porous Asphalt Mixtures with Damping Noise Reduction and Self-Healing Properties through the Addition of Rubber Granules and Steel Wool Fibers" Polymers 16, no. 17: 2408. https://doi.org/10.3390/polym16172408