Image-driven prediction system: Automatic extraction of aggregate gradation of pavement core samples integrating deep learning and interactive image processing framework

被引:2
|
作者
Dan, Han-Cheng [1 ,2 ,3 ]
Huang, Zhetao [1 ]
Lu, Bingjie [1 ]
Li, Mengyu [1 ]
机构
[1] Cent South Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China
[2] Cent South Univ, Natl Engn Res Ctr High speed Railway Construct Tec, Changsha 410075, Hunan, Peoples R China
[3] Cent South Univ, Rail Data Res & Applicat Key Lab Hunan Prov, Changsha 410075, Hunan, Peoples R China
基金
中国国家自然科学基金;
关键词
Asphalt pavement; Aggregate gradation; Image processing; Morphological model; Deep learning; ASPHALT; NETWORKS;
D O I
10.1016/j.conbuildmat.2024.139056
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Aggregate gradation plays a crucial role in determining the asphalt pavement performance, necessitating assessment post-construction. Additionally, efficient gradation measurement is vital for the design and construction of reclaimed pavement. This study proposes a methodology for predicting gradation based on imagery. Initially, a scanning device is devised to capture unfolded side surface images of pavement core samples. Subsequently, an interactive software named PyImageJ is developed for image post-processing and acquiring aggregate feature information. A morphological model is then introduced to determine the mass ratios among various grading levels of coarse aggregates with nominal particle sizes greater than 2.36 mm. Finally, sequence prediction models are established to forecast the mass ratios among different grading levels of fine aggregates with nominal particle sizes smaller than 2.36 mm. Simple conversion of the mass ratios can yield the gradation. Experimental results indicate that the Long Short-Term Memory (LSTM) network offers more accurate predictions for the mass ratios of fine aggregates in stone mastic asphalt (SMA-13), with an R-squared value of 0.8985. Conversely, one-dimensional convolutional neural networks (1D CNN) are better suited for predicting the fine aggregate mass ratios in asphalt concrete (AC-20 and AC-25), with R-squared values of 0.9010 and 0.8824, respectively. Visualization results demonstrate that the predicted complete gradation closely aligns with the actual values (R-squared > 0.99), opening a new avenue for evaluating pavement quality.
引用
收藏
页数:21
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