Influence of Morphological Characteristics of Coarse Aggregates on Skid Resistance of Asphalt Pavement
Abstract
:1. Introduction
2. Research Methods
2.1. Test Roads
2.2. Measurement Time and Positions
2.3. Measurement Methods
2.3.1. Measurement of Pavement Skid Resistance
2.3.2. Acquisition Method of Coarse Aggregates
2.3.3. Measurement of Coarse Aggregate Angularity
- (a)
- Digital image acquisition
- (b)
- Digital image processing
- (c)
- Angularity evaluation indicators
2.3.4. Measurement of Coarse Aggregate Micro-Texture
- (a)
- Measurement device
- (b)
- Micro-texture measurement method
- (c)
- Micro-texture evaluation indicators
2.4. Grey Correlation Entropy Analysis Method
- Determination of the reference sequence and comparison sequence
- Dimensionless processing of raw data
- Calculation of grey correlation coefficient
- Calculation of distribution density of grey entropy correlation coefficient
- Calculation of grey entropy correlation degree
3. Results and Discussion
3.1. Attenuation Law of Pavement Skid Resistance
3.2. Variation in Angularity of Coarse Aggregates
3.3. Variation in Micro-Texture of Coarse Aggregates
3.4. Correlation between Pavement Skid Resistance and Morphological Characteristics of Coarse Aggregates
4. Conclusions
5. Future Research
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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Road Name | SD | SN | LC | YY | XY | SP |
---|---|---|---|---|---|---|
Road type | New road | Major repair | Major repair | Upgrading | Major repair | Upgrading |
Road class | Trunk | Secondary | Secondary | Trunk | Secondary | Trunk |
Sample length/km | 13.00 | 2.00 | 9.70 | 1.65 | 5.00 | 6.32 |
Number of lanes | 6 | 4 | 2 | 4 | 2 | 8 |
Opening time | August 2019 | Octobr 2019 | August 2019 | August 2019 | Octobr 2019 | August 2019 |
Annual average daily traffic volume/vehicle | 27,389 | 8500 | 495 | 6350 | 5630 | 11,663 |
Road Name | SD | SN | LC | YY | XY | SP |
---|---|---|---|---|---|---|
Mixture type in the surface layer | UTWC-10 | AC-16C | WAC-16C | AC-13 | RAC-13 | RAC-13C |
Asphalt type | Modified | 70# | 90# | 70# | 70# | 70# |
Coarse aggregate type | Basalt | Limestone | Limestone | Limestone | Limestone | Limestone |
Nominal maximum aggregate size/mm | 9.5 | 16 | 16 | 13.2 | 13.2 | 13.2 |
Coarse aggregate ratio/% | 70 | 54.5 | 55.2 | 55.8 | 49.7 | 47.3 |
Coarse aggregate crushing value/% | 13.2 | 15.1 | 13.3 | 16.3 | 18.6 | 17.5 |
Coarse aggregate Los Angeles wear value/% | 14.3 | 18.5 | 14.1 | 14.1 | 18.2 | 16.4 |
Asphalt-aggregate ratio/% | 4.8 | 4.6 | 4.5 | 4.8 | 4.8 | 4.8 |
Voids/% | 13.8 | 4.8 | 5.4 | 4.5 | 4.6 | 4.3 |
Morphological Indicators of Coarse Aggregates | Ra | Rp | Rq | Rt | Rv | P | AS | R |
---|---|---|---|---|---|---|---|---|
Correlation degree | 0.715 | 0.705 | 0.728 | 0.747 | 0.752 | 0.668 | 0.671 | 0.731 |
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Dong, Y.; Wang, Z.; Ren, W.; Jiang, T.; Hou, Y.; Zhang, Y. Influence of Morphological Characteristics of Coarse Aggregates on Skid Resistance of Asphalt Pavement. Materials 2023, 16, 4926. https://doi.org/10.3390/ma16144926
Dong Y, Wang Z, Ren W, Jiang T, Hou Y, Zhang Y. Influence of Morphological Characteristics of Coarse Aggregates on Skid Resistance of Asphalt Pavement. Materials. 2023; 16(14):4926. https://doi.org/10.3390/ma16144926
Chicago/Turabian StyleDong, Yuanshuai, Zihao Wang, Wanyan Ren, Tianhao Jiang, Yun Hou, and Yanhong Zhang. 2023. "Influence of Morphological Characteristics of Coarse Aggregates on Skid Resistance of Asphalt Pavement" Materials 16, no. 14: 4926. https://doi.org/10.3390/ma16144926