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山东大学学报 (工学版) ›› 2026, Vol. 56 ›› Issue (3): 93-105.doi: 10.6040/j.issn.1672-3961.0.2024.309

• 机器学习与数据挖掘 • 上一篇    下一篇

基于深度学习的路基病害智能检测方法

任红伟1,2,孟菲1,王继凯1,田威杨1,魏明召1,程之恒1,杜聪1*,吴建清1   

  1. 1.山东大学齐鲁交通学院, 山东 济南 250002;2.济南新旧动能转换起步区管理委员会, 山东 济南 250031
  • 发布日期:2026-06-09
  • 作者简介:任红伟(1984— ),男,山东鱼台人,高级工程师,硕士研究生,主要研究方向为路基病害检监测. E-mail: 1024957614@qq.com. *通信作者简介:杜聪(1993— ),男,山东枣庄人,副研究员,硕士生导师,博士,主要研究方向为路基病害检测. E-mail: cong.du@sdu.edu.cn
  • 基金资助:
    国家重点研发计划资助项目(2022YFB2602102);山东省自然科学基金研发资助项目(ZR2023QE185)

Intelligent detection method for subgrade disease based on deep learning

REN Hongwei1,2, MENG Fei1, WANG Jikai1, TIAN Weiyang1, WEI Mingzhao1, CHENG Zhiheng1, DU Cong1*, WU Jianqing1   

  1. REN Hongwei1, 2, MENG Fei1, WANG Jikai1, TIAN Weiyang1, WEI Mingzhao1, CHENG Zhiheng1, DU Cong1*, WU Jianqing1(1. School of Qilu Transportation, Shandong University, Jinan 250002, Shandong, China;
    2. Management Committee of Jinan Start up Area, Jinan 250031, Shandong, China
  • Published:2026-06-09

摘要: 针对目前路基病害隐匿性高、数据缺乏的问题,构建一种新型路基病害智能识别方法。该方法由基于注意力机制长短期记忆(iTransformer-long short-term memory, iTransformer-LSTM)神经网络的预测模块与弹性网络回归模块组成。通过模型试验对路面施加动荷载获取力学响应数据,以解决路基病害数据不足的问题;将力学响应数据输入模型预测路基结构的力学性能,识别病害类型。为验证这一方法,基于实际路基结构的材料配比构建路基缩尺模型,分别设计路基松散、不均匀沉降、路基裂缝和管线泄露等缺陷的路基试件,模拟实际场景下的路基病害,在模型试件中布设应变片式土压力计监测模型中不同层、不同位置的力学数据,继而对路基模型试件进行动荷载加载,采集、分析与验证试件的土压力。结果表明,构建的路基病害识别模型能根据荷载数据和位移数据预测路基结构中土压力的分布与发展趋势,继而快速、准确地识别路基中的病害类型。该研究成果为路基病害的无损检测提供新的思路。

关键词: 路基病害检测, 注意力机制, iTransformer-LSTM, 弹性神经网络, 模型试验

Abstract: A novel intelligent method for identifying subgrade distress was proposed to address the challenges associated with the concealed nature of subgrade defects and the scarcity of available data. The proposed framework consisted of a prediction module based on an attention-enhanced long short-term memory network(iTransformer-LSTM)and a regression module based on an elastic neural network. Mechanical response data were generated through dynamic loading tests on pavement model specimens, which effectively mitigated the problem of inadequate distress data. These data were subsequently used to predict the mechanical performance of the subgrade structure, and the distress types were identified accordingly. To verify the effectiveness of the proposed method, a scaled subgrade model was established using the material proportions of a real subgrade structure. Defective specimens representing looseness, differential settlement, cracks, and pipeline leakage were designed to reproduce realistic subgrade distress conditions. Strain-gauge earth pressure cells were embedded at different layers and positions within the model to monitor mechanical responses under dynamic loading. The measured earth pressure data were then collected, analyzed, and validated. The results demonstrated that the proposed model could accurately predict the distribution and evolution of earth pressure in the subgrade structure based on load and displacement data, thereby enabling rapid and accurate identification of distress types. The proposed method offered a new perspective for the nondestructive detection of subgrade distress.

Key words: subgrade disease detection, attention mechanism, iTransformer-LSTM, resilient neural network, model testing

中图分类号: 

  • TN958.98
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