ZHAO Yi, LIANG Naixing. Digital image evaluation methods for the homogeneity of asphalt concrete[J]. 2019, 51(9): 88-95.DOI: 10.11918/j.issn.0367-6234.201807157.
and quantitative evaluation of the homogeneity of asphalt concrete
taking the Jinan-Qimen Highway of Dangshan section in Anhui as an example
this study adopted the digital image processing technology
statistical method
and the principle of shape from shading to establish the homogeneity evaluation method and standard of asphalt concrete based on the quadrangular static moment variability and the structural depth variability in paving state and compaction state. Moment variation coefficient and structure depth variation coefficient were proposed as evaluation indexes to evaluate the homogeneity of asphalt concrete. To obtain accurate image information of asphalt concrete surface
the processes of digital image acquisition and pre-processing were standardized
and the illumination intensity and shooting height of image acquisition were recommended. The study showed that the proposed digital image evaluation method for the homogeneity of asphalt concrete was feasible and efficient
and the results were quantitative and objective
which could reflect homogeneity in the construction quality of asphalt concrete well. To achieve homogeneity of asphalt concrete paving
the moment variation coefficient should be controlled within (0
1.5%]. When AC-13 and AC-25 asphalt concretes were homogeneous in compaction state
the structure depth variation coefficient should be controlled within (0
4.0%] and (0
8.0%]
respectively. Considering the method of subdividing asphalt concrete compaction image into 16 equal areas as the optimum
the correlation equation of the digital image structure depth variation coefficient in different equal subdivision ways was established by coefficient simulation