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Grading Evaluation Method for Road Section-Level Structural Cracks Based on 3D Ground-Penetrating Radar
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1.Jiangsu Ningsuxu Expressway Co., Ltd., Suqian, Jiangsu 223800, China;2.Jiangsu Communications Holding Co., Ltd., Nanjing, Jiangsu 210005, China;3.Jiangsu Expressway Engineering Maintenance Technology Co., Ltd., Nanjing, Jiangsu 210006, China;4.College of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu 210024, China

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U416.2

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    Abstract:

    Structural cracks are widely distributed in current expressways, yet there is a lack of targeted evaluation methods. To achieve a quantitative assessment of structural cracking conditions in semi-rigid base asphalt pavement, this study first analyzed the development process of structural cracks based on coring tests. Subsequently, combined with non-destructive testing technology using 3D ground-penetrating radar and on-site coring experience, the morphological characteristics of structural cracks at various development stages were analyzed, and the cracks were classified into mild, moderate, and severe levels according to their development layers. On this basis, road section-level evaluation indicators, namely structural cracking spacing (SD) and structural cracking condition index (I), were proposed, with their calculation methods and a five-level evaluation standard (excellent, good, medium, poor, and very poor) clearly defined. Verified through engineering applications on multiple expressways, this grading evaluation method could accurately reflect the actual status of structural cracks in semi-rigid base asphalt pavement and has certain guiding value for maintenance construction.

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周磊,尹龙,吴冬生,等.基于三维探地雷达的路段级结构性裂缝分级评价方法研究[J].中外公路,2025,45(5):93-101.
ZHOU Lei, YIN Long, WU Dongsheng, et al. Grading Evaluation Method for Road Section-Level Structural Cracks Based on 3D Ground-Penetrating Radar[J]. Journal of China & Foreign Highway,2025,45(5):93-101.

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History
  • Received:June 24,2025
  • Revised:September 23,2025
  • Adopted:
  • Online: October 27,2025
  • Published:
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