Automatic extraction of tunnel centerline and cross-sections from 3D point clouds

被引:6
|
作者
Yu, Jiayong [1 ]
Lv, Deliang [2 ]
Tian, Maoyi [3 ]
Zhang, Yang [3 ]
Lin, Jingfeng [3 ]
Xu, Fei [3 ]
Shi, Guigang [1 ]
机构
[1] Anhui Jianzhu Univ, Sch Civil Engn, Hefei 230601, Peoples R China
[2] CAS Opt Surveying Shanghai Technol CO Ltd, Shanghai 201800, Peoples R China
[3] Shandong Univ Sci & Technol, Coll Geodesy & Geomat, Qingdao 266000, Peoples R China
来源
ENGINEERING RESEARCH EXPRESS | 2022年 / 4卷 / 01期
基金
中国国家自然科学基金;
关键词
tunnel centerline; cross-section; point clouds; tunnel 3D model;
D O I
10.1088/2631-8695/ac5468
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The accurate extraction of tunnel centerline and tunnel cross-section plays a vital role in many tunnel deformation monitoring projects. To address this issue, An automatic data extraction method for a tunnel centerline and cross-section is proposed based on the three-dimensional laser scanning data. A k-dimensional tree index is first constructed based on the horizontal projection of the tunnel point clouds, and then a series of seed points is selected as the center of several neighborhood point sets with different radii; the difference set region, which will be used to calculate the tunnel horizontal centerline point based on the convex hull operation, is obtained. Then, according to the horizontal centerline, the cross-section of the tunnel point clouds is extracted and fitted to obtain the tunnel cross-section parameters and three-dimensional centerline. Based on the design values of the three-dimensional centerline and tunnel radius, the overall model of the tunnel can be constructed and applied to the visual analysis of tunnel deformation. The experimental results show that the proposed method can accurately obtain the tunnel centerline and cross-section parameters, with a minimal 0.011 cm error for the extraction of the horizontal centerline. The proposed tunnel model could simulate the undulation of the tunnel surface well and provide reference values for similar cases.
引用
收藏
页数:15
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