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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Series: | International Journal of Distributed Sensor Networks |
Online Access: | https://doi.org/10.1177/1550147719884886 |
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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 |
_version_ |
1724533973856550912 |