Evidence map›Paper›PMID 42485355›Full record

ArticlePloS one2026

Binary image acquisition and texture parameter calculation of asphalt pavement based on a U-Net model.

Fengwei An, Haoran Jiang, Yulong Zhao, Lei Fang, Shujing Dong, Wenpeng Du, Guohua Wu, Wei Liu, Zhenglong Lv, Hao Liang

Erratum issuedAbstract read
In one paragraph

Article in PloS one, 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. An erratum has been issued. Cited by 1 paper.

0numbers the graph read from it
0cells of the map it votes in
1citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

1 citing paper in PubMed.

  1. Article
4 · The record

Corrections and comments

5 · Who and what money

Authors and funding

10 authors.

Fengwei AnChina Communications Construction Jiangsu Highway Engineering Co., Ltd., Nanjing, China.
Haoran JiangShandong Pengcheng Road and Bridge Group Co., Ltd., Jining, China.
Yulong ZhaoSchool of Transportation and Civil Engineering, Shandong Jiaotong University, Jinan, China.ORCID https://orcid.org/0000-0002-9615-4623
Lei FangJining-Jizhou Expressway Co., Ltd., Jining, China.
Shujing DongSchool of Transportation and Civil Engineering, Shandong Jiaotong University, Jinan, China.
Wenpeng DuShandong Pengcheng Road and Bridge Group Co., Ltd., Jining, China.
Guohua WuSchool of Transportation and Civil Engineering, Shandong Jiaotong University, Jinan, China.
Wei LiuChina Communications Construction Jiangsu Highway Engineering Co., Ltd., Nanjing, China.
Zhenglong LvChina Communications Construction Jiangsu Highway Engineering Co., Ltd., Nanjing, China.
Hao LiangSchool of Transportation and Civil Engineering, Shandong Jiaotong University, Jinan, China.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Current methods for detecting and evaluating pavement skid resistance vary widely, yet each has its own scope of applicability and inherent limitations. Therefore, this paper proposes a method based on U-Net model segmentation to obtain binary images of asphalt pavement surfaces, enabling precise calculation of pavement texture distribution parameters. A dataset required for model training and testing was constructed, and preprocessing was performed on forward-collected asphalt pavement images to eliminate noise interference. Based on the established three-dimensional asphalt pavement model, reverse engineering is employed to obtain binary images of the pavement surface as target images for model training. A U-Net semantic segmentation model is constructed to train the segmentation of asphalt pavement images, distinguishing between the aggregate and void components of the pavement. The feature parameters of the binary images generated by U-Net segmentation are calculated and correlated with the average texture depth measured using the sand patch method. Results indicate that the U-Net model achieved an F1-score of 0.7214 on the validation set, demonstrating satisfactory segmentation performance for subsequent texture parameter extraction. The correlation coefficient R² between the mean texture depth (MTD) calculated from the binary image and the sand patch method reached 0.85, while the correlation coefficient between the fractal dimension and MTD-1 was 0.86. Both correlations were statistically significant at the 95% confidence level. The proposed method can provide effective technical support for texture-based skid resistance evaluation of asphalt pavements.

Indexed as

Construction MaterialsHydrocarbonsImage Processing, Computer-AssistedModels, TheoreticalAlgorithmsasphaltHydrocarbons

Identifiers

PMID42485355
PMCPMC13390860

What OpenQuestion holds

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LicenceCC BY
Read underepoch 390

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.