Robust and automatic modeling of tunnel structures based on terrestrial laser scanning measurement

The terrestrial laser scanning technology is increasingly applied in the deformation monitoring of tunnel structures. However, outliers and data gaps in the terrestrial laser scanning point cloud data have a deteriorating effect on the model reconstruction. A traditional remedy is to delete the outl...

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Main Authors: Xiangyang Xu, Hao Yang, Boris Kargoll
Format: Article
Language:English
Published: SAGE Publishing 2019-11-01
Series:International Journal of Distributed Sensor Networks
Online Access:https://doi.org/10.1177/1550147719884886
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spelling doaj-e62cd7abf50746b397eb3ffa1f6eccdf2020-11-25T03:40:36ZengSAGE PublishingInternational Journal of Distributed Sensor Networks1550-14772019-11-011510.1177/1550147719884886Robust and automatic modeling of tunnel structures based on terrestrial laser scanning measurementXiangyang Xu0Hao Yang1Boris Kargoll2Faculty of Civil Engineering and Geodetic Science, Leibniz University Hanover, Hanover, GermanyJiangsu University of Science and Technology, Zhenjiang, P.R. ChinaFaculty of Civil Engineering and Geodetic Science, Leibniz University Hanover, Hanover, GermanyThe terrestrial laser scanning technology is increasingly applied in the deformation monitoring of tunnel structures. However, outliers and data gaps in the terrestrial laser scanning point cloud data have a deteriorating effect on the model reconstruction. A traditional remedy is to delete the outliers in advance of the approximation, which could be time- and labor-consuming for large-scale structures. This research focuses on an outlier-resistant and intelligent method for B-spline approximation with a rank (R)-based estimator, and applies to tunnel measurements. The control points of the B-spline model are estimated specifically by means of the R-estimator based on Wilcoxon scores. A comparative study is carried out on rank-based and ordinary least squares methods, where the Hausdorff distance is adopted to analyze quantitatively for the different settings of control point number of B-spline approximation. It is concluded that the proposed method for tunnel profile modeling is robust against outliers and data gaps, computationally convenient, and it does not need to determine extra tuning constants.https://doi.org/10.1177/1550147719884886
collection DOAJ
language English
format Article
sources DOAJ
author Xiangyang Xu
Hao Yang
Boris Kargoll
spellingShingle Xiangyang Xu
Hao Yang
Boris Kargoll
Robust and automatic modeling of tunnel structures based on terrestrial laser scanning measurement
International Journal of Distributed Sensor Networks
author_facet Xiangyang Xu
Hao Yang
Boris Kargoll
author_sort Xiangyang Xu
title Robust and automatic modeling of tunnel structures based on terrestrial laser scanning measurement
title_short Robust and automatic modeling of tunnel structures based on terrestrial laser scanning measurement
title_full Robust and automatic modeling of tunnel structures based on terrestrial laser scanning measurement
title_fullStr Robust and automatic modeling of tunnel structures based on terrestrial laser scanning measurement
title_full_unstemmed Robust and automatic modeling of tunnel structures based on terrestrial laser scanning measurement
title_sort robust and automatic modeling of tunnel structures based on terrestrial laser scanning measurement
publisher SAGE Publishing
series International Journal of Distributed Sensor Networks
issn 1550-1477
publishDate 2019-11-01
description The terrestrial laser scanning technology is increasingly applied in the deformation monitoring of tunnel structures. However, outliers and data gaps in the terrestrial laser scanning point cloud data have a deteriorating effect on the model reconstruction. A traditional remedy is to delete the outliers in advance of the approximation, which could be time- and labor-consuming for large-scale structures. This research focuses on an outlier-resistant and intelligent method for B-spline approximation with a rank (R)-based estimator, and applies to tunnel measurements. The control points of the B-spline model are estimated specifically by means of the R-estimator based on Wilcoxon scores. A comparative study is carried out on rank-based and ordinary least squares methods, where the Hausdorff distance is adopted to analyze quantitatively for the different settings of control point number of B-spline approximation. It is concluded that the proposed method for tunnel profile modeling is robust against outliers and data gaps, computationally convenient, and it does not need to determine extra tuning constants.
url https://doi.org/10.1177/1550147719884886
work_keys_str_mv AT xiangyangxu robustandautomaticmodelingoftunnelstructuresbasedonterrestriallaserscanningmeasurement
AT haoyang robustandautomaticmodelingoftunnelstructuresbasedonterrestriallaserscanningmeasurement
AT boriskargoll robustandautomaticmodelingoftunnelstructuresbasedonterrestriallaserscanningmeasurement
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