隧道衬砌表面裂缝智能识别算法应用研究

Application Research of Intelligent Recognition Algorithm for Tunnel Lining Surface Cracks

  • 摘要:
    目的 随着隧道工程建设的发展和科学技术的进步,传统隧道裂缝检测多采用人工巡检、裂缝检测仪检测等方法,存在检测效率低、作业周期长、智能化程度不足等问题,严重制约了隧道工程的正常施工与运营维护。针对上述问题,提出一种基于VGG16卷积神经网络的隧道衬砌表面裂缝识别算法(以下简称“VGG16裂缝识别算法”)。
    方法 首先,对隧道内壁图像开展匀光处理,使图像块光照强度保持均匀一致;其次,采用 VGG16 卷积神经网络,对预处理后的图像块进行裂缝属性预测;最后,基于预测结果完成裂缝属性的修正优化,提升裂缝的识别精度,并结合不同裂缝属性,实现裂缝宽度的精准测量,有效规避裂缝误判问题。
    结果及结论 所提VGG16裂缝识别算法在隧道衬砌表面裂缝检测方面具有较高的准确率。经过现场试验数据验证后发现,该算法最高可识别宽度为0.2 mm的裂缝,检测效率获得了较大的提升,且单张图像的识别耗时仅需1 s。所提 VGG16 裂缝识别算法可快速识别隧道衬砌裂缝,准确判定裂缝发展态势,为隧道养护提供科学依据,对提升隧道工程的安全评估与运维保障能力具有重要的技术支撑作用。

     

    Abstract:
    Objective  With the development of tunnel engineering and advancement of science and technology, traditional tunnel crack detection methods primarily adopting manual inspection and crack detectors suffer from low efficiency, long operational cycles, and insufficient intelligence, severely restricting the normal construction, operation and maintenance of tunnel projects. To address these issues, a tunnel lining surface crack identification algorithm based on the VGG16 convolutional neural network (hereinafter referred to as the "VGG16 crack identification algorithm") is proposed.
    Method  First, illumination correction is performed on the images of the tunnel inner wall to maintain uniform light intensity across image patches. Second, the VGG16 convolutional neural network is employed to predict the crack attributes of the pre-processed image patches. Finally, based on the prediction results, the crack attributes are corrected and optimized to improve identification accuracy. Combined with different crack attributes, precise measurement of crack width is achieved, effectively avoiding the problem of crack misjudgment.
    Result & Conclusion  The proposed VGG16 crack identification algorithm demonstrates high accuracy in detecting cracks on tunnel lining surfaces. Field test data validation indicates that the algorithm can identify cracks with a minimum width of 0.2 mm, significantly enhancing the detection efficiency, with an identification time of only 1 s per image. The proposed VGG16 crack identification algorithm can rapidly identify tunnel lining cracks and accurately determine their development trends, providing a scientific basis for tunnel maintenance and offering important technical support for enhancing the safety assessment and O&M assurance capabilities of tunnel engineering.

     

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