Study on Low-Temperature Performance Decay of Composite-Modified Porous Asphalt Mixture under Medium- and High-Temperature Water Erosion
Abstract
:1. Introduction
2. Materials and Methods
2.1. Raw Materials
2.2. Sample Processing
2.3. Low-Temperature Splitting Test and Acoustic Emission Parameters
3. Results and Discussion
3.1. Analysis of Low-Temperature Splitting Test Parameters
3.1.1. Low-Temperature Splitting Strength
3.1.2. Low-Temperature Splitting Failure Strain
3.1.3. Low-Temperature Splitting Stiffness Modulus
3.2. Analysis of Acoustic Emission Parameters of CM-PAC
4. Conclusions
- (1)
- After water erosion at 20 °C, 40 °C, and 60 °C, the low-temperature splitting strength and low-temperature splitting stiffness modulus of CM-PAC gradually decrease with the increase in water erosion time, and the low-temperature splitting failure strain gradually increases.
- (2)
- Under the same erosion time, the higher the temperature of water, the more significant the amplitude of changes in the above parameters.
- (3)
- As the water erosion time increases, the internal crack propagation stage and failure stage of the specimen under load will dramatically advance.
- (4)
- As the water temperature and water erosion time increase, the acoustic emission energy value of the CM-PAC specimen slightly decreases during the splitting process. The higher the water temperature, the longer the erosion time, and the more severe the damage inside the CM-PAC.
- (5)
- The application of acoustic emission technology in the splitting process can identify the damage process of CM-PAC under medium- and high-temperature water erosion, and clarify the changes in the failure pattern of CM-PAC specimens during the entire splitting–loading stage. This better reveals the effect of medium- to high-temperature water on the degradation of CM-PAC performance.
- (6)
- The conclusion of this study is based on indoor experimental results. It partly reveals the influence of water on the low-temperature crack resistance of pavement materials. However, for practical service pavements, both water volume and temperature are time-varying. Further research is needed to obtain more meaningful conclusions based on actual conditions.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Index | Apparent Specific Density (g/cm3) | Los Angeles Abrasion (%) | Crushed Stone Value (%) |
---|---|---|---|
Coarse aggregate | 3.527 | 12.9 | 13.9 |
Fine aggregate | 3.389 | - | - |
Filler | 2.722 | - | - |
Properties | Results | Chinese Standard |
---|---|---|
Penetration (25 °C, 0.1 mm) | 65.2 | 60–80 |
Softening point (°C) | 64.2 | ≥55 |
Ductility (5 °C, cm) | 34.5 | ≥30 |
Flash point (°C) | 264 | ≥230 |
Elastic recovery (25 °C, %) | 91.7 | ≥65 |
Erosion Duration (Days) | 0 | 1 | 3 | 5 | 7 | 15 | Temperature (°C) |
---|---|---|---|---|---|---|---|
Number of test pieces | 3 | 3 | 3 | 3 | 3 | 3 | 20 |
3 | 3 | 3 | 3 | 3 | 40 | ||
3 | 3 | 3 | 3 | 3 | 60 |
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Chai, C.; Zhang, D.; Wang, Z.; Ding, G. Study on Low-Temperature Performance Decay of Composite-Modified Porous Asphalt Mixture under Medium- and High-Temperature Water Erosion. Materials 2023, 16, 7079. https://doi.org/10.3390/ma16227079
Chai C, Zhang D, Wang Z, Ding G. Study on Low-Temperature Performance Decay of Composite-Modified Porous Asphalt Mixture under Medium- and High-Temperature Water Erosion. Materials. 2023; 16(22):7079. https://doi.org/10.3390/ma16227079
Chicago/Turabian StyleChai, Chao, Da Zhang, Zhongkun Wang, and Guangya Ding. 2023. "Study on Low-Temperature Performance Decay of Composite-Modified Porous Asphalt Mixture under Medium- and High-Temperature Water Erosion" Materials 16, no. 22: 7079. https://doi.org/10.3390/ma16227079