TY - JOUR
T1 - A Digital Image Analysis of Gravel Aggregate Using CT Scanning Technique
AU - Wu, Jiangfeng
AU - Wang, Linbing
AU - Hou, Yue
AU - Xiong, Haocheng
AU - Lu, Yang
AU - Zhang, Lei
N1 - Publisher Copyright:
© 2018 Chinese Society of Pavement Engineering
PY - 2018/3
Y1 - 2018/3
N2 - Particle shape was one of the most important factors which affects the gravel aggregate’s properties. It was also one of the important factors that directly affects the performance of asphalt pavements. In this paper, the gravel aggregate of quartzite was studied by using the industrial CT instrument. MATLAB was used to capture the aggregate slice properties including reverse color, median filtering, noise reduction, binarization and so on. The 3D aggregate model was reconstructed by using the software of MIMICS. The three-dimensional model of the aggregate was further optimized. The best fitting cuboid, cylinder, cone and sphere information of the aggregate were obtained by using the characteristics analysis function.
AB - Particle shape was one of the most important factors which affects the gravel aggregate’s properties. It was also one of the important factors that directly affects the performance of asphalt pavements. In this paper, the gravel aggregate of quartzite was studied by using the industrial CT instrument. MATLAB was used to capture the aggregate slice properties including reverse color, median filtering, noise reduction, binarization and so on. The 3D aggregate model was reconstructed by using the software of MIMICS. The three-dimensional model of the aggregate was further optimized. The best fitting cuboid, cylinder, cone and sphere information of the aggregate were obtained by using the characteristics analysis function.
KW - 3D reconstruction
KW - CT scanning
KW - gravel aggregate
KW - particle shape
KW - watershed transform
UR - http://www.scopus.com/inward/record.url?scp=85042078175&partnerID=8YFLogxK
UR - https://scholarworks.boisestate.edu/civileng_facpubs/100
U2 - 10.1016/j.ijprt.2017.08.002
DO - 10.1016/j.ijprt.2017.08.002
M3 - Article
SN - 1996-6814
VL - 11
SP - 160
EP - 167
JO - International Journal of Pavement Research and Technology
JF - International Journal of Pavement Research and Technology
IS - 2
ER -