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Deep learning based method of longitudinal dislocation detection for metro shield tunnel segment

机译:地铁盾构隧道段纵向错位检测深度学习方法

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摘要

This paper presents a longitudinal dislocation detection method using an accurate tunnel segment joint labeling algorithm featured by deep CNNs (Convolutional Neural Networks). This method is proposed to be four steps. First, a mobile scanning system is used to acquire 3D point clouds of metro shield tunnels. Then, we use cylinder projection to generate tunnel surface depth images from 3D point clouds for segment joint labeling. Subsequently, two deep CNNs are designed to accurately label the segment joints on the depth images. The first CNN can roughly locate the segment joint positions, and the second precisely label the segment joints. Based on the labeled segment joints, two point data sets are obtained on both sides of each segment joint. By using the RANSAC algorithm, the two point sets can fit into two planes, the equation of which is then calculated to generate the dislocation value of the tunnel segment. Experiment results show that this method can label segment joints integrally and accurately without being affected by nearby tunnel equipment. Compared with traditional image edge detection algorithms (Canny and Sobel with Hough Transform), the CNNs are more powerful in labeling segment joints. When the distance measuring accuracy of scanner is 1.2 mm + 10 ppm, the internal and external accuracy of our detection method are evaluated to be 0.4 mm and 0.9 mm respectively. Compared with the scanning line method, the external accuracy of our method is higher and more reliable when there is tunnel equipment around segment joints.
机译:本文介绍了一种纵向位错检测方法,使用深CNNS(卷积神经网络)特征精确的隧道段联合标签算法。该方法被提出为四个步骤。首先,移动扫描系统用于获取地铁盾隧道的3D点云。然后,我们使用气缸投影来从3D点云产生隧道表面深度图像,用于段关节标签。随后,设计了两个深CNN,以准确地标记深度图像上的段接头。第一CNN可以粗略地定位分段接头位置,第二个CNN精确地标记分段接头。基于标记的段关节,在每个段接头的两侧获得两个点数据集。通过使用Ransac算法,两个点集可以拟合到两个平面中,然后计算其等式以生成隧道段的位错值。实验结果表明,该方法可以在不受附近的隧道设备的情况下整体准确地标记段关节。与传统的图像边缘检测算法(Canny和Sobel具有Hough变换)相比,CNNS在标签段关节方面更强大。当扫描仪的距离测量精度为1.2mm + 10 ppm时,我们的检测方法的内部和外部精度分别评估为0.4 mm和0.9mm。与扫描线法相比,当段关节周围有隧道设备时,我们方法的外部精度更高且更可靠。

著录项

  • 来源
    《Tunnelling and underground space technology》 |2021年第7期|103949.1-103949.14|共14页
  • 作者单位

    Wuhan Univ Sch Geodesy & Geomat 129 Luoyu Rd Wuhan 430079 Peoples R China|Wuhan Univ Key Lab Precise Engn & Ind Surveying Natl Adm Surveying Mapping & Geoinformat 129 Luoyu Rd Wuhan 430079 Peoples R China;

    Wuhan Univ Sch Geodesy & Geomat 129 Luoyu Rd Wuhan 430079 Peoples R China|Wuhan Univ Key Lab Precise Engn & Ind Surveying Natl Adm Surveying Mapping & Geoinformat 129 Luoyu Rd Wuhan 430079 Peoples R China;

    Wuhan Univ Sch Geodesy & Geomat 129 Luoyu Rd Wuhan 430079 Peoples R China|Wuhan Univ Key Lab Precise Engn & Ind Surveying Natl Adm Surveying Mapping & Geoinformat 129 Luoyu Rd Wuhan 430079 Peoples R China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Longitudinal dislocation detection; Shield tunnel; Deep CNN; Point cloud;

    机译:纵向错位检测;屏蔽隧道;深CNN;点云;

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