Study of Texture Indicators Applied to Pavement Wear Analysis Based on 3D Image Technology
Yutao Li1, Yuanhan Qin1, Hui Wang1,2
1School of Civil Engineering, Chongqing University, Chongqing 400045, China.
Sensors (Basel, Switzerland)
|July 9, 2022
Summary
This study introduces advanced 3D imaging and analysis techniques to better characterize pavement texture, offering improved insights into performance decay and skid resistance for road sections.
Area of Science:
- Pavement Engineering
- Materials Science
- Geotechnical Engineering
Background:
- Traditional statistical texture indicators inadequately capture pavement performance nuances.
- Pavement texture is crucial for assessing early performance decay and skid resistance.
Purpose of the Study:
- To develop and validate advanced texture indicators for pavement analysis using 3D imaging.
- To assess the correlation and differentiation capabilities of various texture indicators.
Main Methods:
- Utilized 3D image cameras for laboratory and field pavement texture data acquisition.
- Applied pre-processing techniques including standardization, slope correction, and outlier removal.
- Calculated texture indicators via texture separation, power spectrum, GLCM, and fractal theory.
Main Results:
- Identified high correlations between energy (ENE), entropy (ENT), and Minkowski dimension (D).
- Contrast (CON) showed low correlation with macro-texture power spectrum area (HT), ENT, and D.
- Macro-texture indicators ENE, ENT, CON, and D demonstrated strong linear correlations with original texture.
Conclusions:
- Advanced texture indicators like D, WT, and ENT show promise for statistically distinguishing pavement performance decay.
- Micro-texture indicators exhibited weaker linear correlations with original texture data.
- The developed methods offer enhanced capabilities for pavement condition assessment.
Related Concept Videos
Design Example: Joints in Concrete Pavements
257
Concrete pavement joints are essential for maintaining the structural integrity and longevity of pavement by controlling where and how the pavement cracks. These joints can be categorized based on their functions, such as contraction or control joints, construction joints, isolation joints, and expansion joints.
Contraction joints are typically formed by sawing a groove into the concrete shortly after it has hardened. This creates a weakened vertical plane, deliberately encouraging cracking at...
Contraction joints are typically formed by sawing a groove into the concrete shortly after it has hardened. This creates a weakened vertical plane, deliberately encouraging cracking at...
257
Abrasion Resistance of Concrete
196
Abrasion resistance is an essential characteristic of concrete that determines its durability and longevity under various wear conditions. Concrete surfaces are vulnerable to different types of abrasion. For instance, surfaces may wear down due to the constant movement of vehicles or be eroded by solids carried in water, as seen in concrete canal linings. Specific tests are conducted to measure the abrasion resistance of concrete.
One such test is the revolving disc test, where three plates...
One such test is the revolving disc test, where three plates...
196


