Improved Image Unevenness Reduction and Thresholding Methods for Effective Asphalt X-Ray CT Image Segmentation

Author:

Chen Ling1,Wang Yuhong2ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Kowloon, Hong Kong SAR.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Research Institute for Sustainable Urban Development, Hong Kong Polytechnic Univ., Kowloon, Hong Kong SAR (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Computer Science Applications,Civil and Structural Engineering

Reference51 articles.

1. 3D microstructural models for asphalt mixtures using X-ray computed tomography images;Adhikari S.;Int. J. Pavement Res. Technol.,2008

2. ASTM. (2011a). “Standard test method for percent air voids in compacted dense and open bituminous paving mixtures.” ASTM D3203 West Conshohocken PA.

3. ASTM. (2011b). “Standard test method for theoretical maximum specific gravity and density of bituminous paving mixtures.” ASTM D2041/D2041M-11 West Conshohocken PA.

4. ASTM. (2014). “Standard test method for bulk specific gravity and density of non-absorptive compacted bituminous mixtures.” ASTM D2726/D2726M-14 West Conshohocken PA.

5. Pearson Correlation Coefficient

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