State-of-the-Art Reviews
Jan 31, 2023

A State-of-the-Practice Review of Three-Dimensional Laser Scanning Technology for Tunnel Distress Monitoring

Publication: Journal of Performance of Constructed Facilities
Volume 37, Issue 2

Abstract

Tunnel distress occurs often. Tunnel leakage, segment dislocation, and section deformation seriously affect tunnel construction safety and normal operation. Currently, mainly the traditional monitoring technology is used in tunnel distress monitoring. This kind of technology has the problems of low monitoring efficiency, slow speed, inaccurate measuring points, and so on. With the development of science and technology, three-dimensional laser scanning monitoring technology (3D LSMT) has fast acquisition speed, a comprehensive monitoring range, and high acquisition accuracy. This review collected the world’s more advanced monitoring technologies, such as optical fiber sensing technology (OFST), photogrammetry (PT), and so on. Firstly, these technologies were introduced and compared with 3D LSMT. Then the theoretical basis of 3D LSMT was analyzed. Three-dimensional LSMT uses the captured high-density point cloud to extract the tunnel structure information and realizes the rapid processing of point cloud data through automated software. Finally, the use of 3D LSMT for segment dislocation, tunnel deformation, and seepage water was discussed and analyzed further to understand the status of 3D LSMT in tunnel monitoring and provide a reference for tunnel distress monitoring.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors acknowledge Social Development of Shaanxi Provincial Science (No. 2018SF-378) and the National Natural Science Foundation of China (No. 52208386). The Natural Science Special Project of Education Department of Shaanxi Province (Grant No. 21JK0932) and Key R&D Program of Shaanxi Province (No. 2023-YBSF-511).

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Journal of Performance of Constructed Facilities
Volume 37Issue 2April 2023

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Published online: Jan 31, 2023
Published in print: Apr 1, 2023
Discussion open until: Jun 30, 2023

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Ph.D. Student, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Postgraduate Student, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Postgraduate Student, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Chujun Zhao [email protected]
Senior Engineer, Kunming Fuyi Expressway Co., Ltd., Kunming 650500, Yunnan Province, China. Email: [email protected]
Junling Qiu [email protected]
Lecturer, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China (corresponding author). Email: [email protected]
Postgraduate Student, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Associate Professor, School of Science, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China. Email: [email protected]
Associate Professor, State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China. Email: [email protected]
Ph.D. Student, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Kunjie Tang [email protected]
Ph.D. Student, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]

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  • Negative pressure testing standard for welded scar airtightness of waterproofing sheet for tunnels: Experimental and numerical investigation, Tunnelling and Underground Space Technology, 10.1016/j.tust.2022.104930, 133, (104930), (2023).

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