Large-scale monitoring of retaining structures: new approaches on the safety assessment of retaining structures using mobile mapping

Kalenjuk, Slaven; Lienhart, Werner; Rebhan, Matthias; Marte, Roman

doi:10.1117/12.2513856

“…Geometric parameters of road surfaces, building structures, or objects can repeatedly be extracted from the point clouds of multiple passes. The repeatability of such parameters also indicates the quality of a system (e.g., [18,59,66]).…”

Section: Evaluation Of Mobile Laser Scanning Systemsmentioning

confidence: 99%

Advances in Mobile Mapping Technologies

2022

0

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“…Geometric parameters of road surfaces, building structures, or objects can repeatedly be extracted from the point clouds of multiple passes. The repeatability of such parameters also indicates the quality of a system (e.g., [18,59,66]).…”

Section: Evaluation Of Mobile Laser Scanning Systemsmentioning

confidence: 99%

Design and Evaluation of a Permanently Installed Plane-Based Calibration Field for Mobile Laser Scanning Systems

Heinz

¹

,

Holst

²

,

Kuhlmann

³

et al. 2020

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Mobile laser scanning has become an established measuring technique that is used for many applications in the fields of mapping, inventory, and monitoring. Due to the increasing operationality of such systems, quality control w.r.t. calibration and evaluation of the systems becomes more and more important and is subject to on-going research. This paper contributes to this topic by using tools from geodetic configuration analysis in order to design and evaluate a plane-based calibration field for determining the lever arm and boresight angles of a 2D laser scanner w.r.t. a GNSS/IMU unit (Global Navigation Satellite System, Inertial Measurement Unit). In this regard, the impact of random, systematic, and gross observation errors on the calibration is analyzed leading to a plane setup that provides accurate and controlled calibration parameters. The designed plane setup is realized in the form of a permanently installed calibration field. The applicability of the calibration field is tested with a real mobile laser scanning system by frequently repeating the calibration. Empirical standard deviations of <1 ... 1.5 mm for the lever arm and <0.005 ∘ for the boresight angles are obtained, which was priorly defined to be the goal of the calibration. In order to independently evaluate the mobile laser scanning system after calibration, an evaluation environment is realized consisting of a network of control points as well as TLS (Terrestrial Laser Scanning) reference point clouds. Based on the control points, both the horizontal and vertical accuracy of the system is found to be < 10 mm (root mean square error). This is confirmed by comparisons to the TLS reference point clouds indicating a well calibrated system. Both the calibration field and the evaluation environment are permanently installed and can be used for arbitrary mobile laser scanning systems.

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