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Tunnel Section Extraction and Deformation Analysis Based on Mobile Laser Scanning

机译:基于移动激光扫描的隧道断面提取与变形分析

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With the increase of tunnel operating pressure and the complex surrounding building structures, it is necessary to accurately, rapidly and automatically monitor the deformation of tunnels to ensure safe operation of subway trains. By taking into account the shortcomings of traditional detection methods, such as splicing of sub-stations, low detection efficiency and large amount of manual work, this paper proposes a tunnel section deformation detection method based on mobile laser scanning technology. Combined with tunnel shape characteristics, a denoising method based on point cloud data by ellipse model with the random sample consensus (RANSAC) algorithm is proposed. In the process of iteration, the adaptive threshold is set to filter out disturbing points. The section fitting is implemented in every point cloud segment by the Non-Uniform Rational B-Splines (NURBS) curve algorithm, and the fitting effect was evaluated by calculating the shortest distance from the point on the fitting curve to the original point. Finally, the accuracy of this method is verified by comparing it to the section data obtained by total station and applied to some circular shield tunnel. The tunnel detection railcar was used to obtain point cloud data, and the deformation of the tunnel was analyzed by comparing it with the theoretical section.
机译:随着隧道运行压力的增加和周围复杂的建筑结构,有必要对隧道的变形进行准确,快速,自动的监测,以确保地铁列车的安全运行。针对传统检测方法的不足,如变电站拼接,检测效率低,人工量大等问题,提出了一种基于移动激光扫描技术的隧道断面变形检测方法。结合隧道形状特征,提出了一种基于点云数据的椭圆模型和随机样本一致性(RANSAC)算法的去噪方法。在迭代过程中,设置自适应阈值以滤除干扰点。通过非均匀有理B样条曲线(NURBS)曲线算法在每个点云段中实现截面拟合,并通过计算从拟合曲线上的点到原始点的最短距离来评估拟合效果。最后,通过与全站仪获得的断面数据进行比较,验证了该方法的准确性,并将其应用于某条圆形盾构隧道。利用隧道探测有轨车获得点云数据,并与理论断面进行比较分析隧道的变形。

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