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contributor authorLi-Zhuang Cui
contributor authorJian Liu
contributor authorHongzheng Luo
contributor authorJianhong Wang
contributor authorXiao Zhang
contributor authorGaohang Lv
contributor authorQuanyi Xie
date accessioned2024-04-27T22:46:50Z
date available2024-04-27T22:46:50Z
date issued2024/06/01
identifier other10.1061-JCEMD4.COENG-14518.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297477
description abstractTo ensure the safety of tunnel construction, it is necessary to accurately and timely measure the deformation of the shotcrete liner during the management of the construction process. The light detection and ranging (LiDAR) technique, known as the reality reproduction technology, provides a new solution for deformation measurement. However, the nonsmooth defects of shotcrete liner and the scattered noise points caused by the nearby dust, as well as a large number of nontunnel structures such as pipes, construction machinery, and vehicles in the obtained tunnel point cloud datasets, hinder the application of point clouds in deformation measurement of shotcrete liner. In this paper, a ring simulation sampling (RSS) method for automatic sampling and deformation measurement of shotcrete liner using the multiepoch LiDAR point clouds is proposed. This method constructs the virtual ring according to shape of the tunnel cross section and emits the rays from the ring to the center of each tunnel cross section. The length difference of the rays arriving at the outer wall of the multiepoch tunnel point clouds is calculated to achieve the analysis of overall and local deformations of the shotcrete liner. The shotcrete liner point clouds generated by the manual modeling and terrestrial laser scanning are tested to validate the effectiveness of the method in extracting the deformation of shotcrete liner. Compared with the conventional total station monitoring, the mean absolute deviation and root mean square error are 1.39 and 1.93 mm, respectively, which indicates that the RSS method could be effectively applied to the deformation measurement of tunnel shotcrete liner. Deformation measurement of tunnel shotcrete liner is crucial to safety of tunnel construction and implementation of dynamic parameter design. This study recommends the light detection and ranging (LiDAR) technique. The main work of this paper is to determine whether the tunnel shotcrete lining has been deformed as a whole or locally by comparing the obtained multiepoch high-precision 3D point clouds. Furthermore, the authors propose a method for automatic sampling and deformation measurement of shotcrete liner using the multiepoch LiDAR point clouds. Compared with conventional deformation measurement methods (i.e., the total station and fiber optics) that capture deformation information from a limited number of monitoring points, LiDAR technology enables the high-precision, omnidirectional, and noncontact acquisition of spatial data within tunnels. This serves as a complementary and enhanced tool to tunnel safety monitoring techniques and methodologies. In addition, the adoption of the method proposed in this paper facilitates the quality check of shotcrete liner, including thickness assessment and smoothness detection.
publisherASCE
titleDeformation Measurement of Tunnel Shotcrete Liner Using the Multiepoch LiDAR Point Clouds
typeJournal Article
journal volume150
journal issue6
journal titleJournal of Construction Engineering and Management
identifier doi10.1061/JCEMD4.COENG-14518
journal fristpage04024049-1
journal lastpage04024049-14
page14
treeJournal of Construction Engineering and Management:;2024:;Volume ( 150 ):;issue: 006
contenttypeFulltext


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