Geodetic Applications and Improvement of the X- and L-Method of Deformation Analysis
Monitoring displacements of the object can be performed using geodetic methods by selecting reference points on the surrounding terrain and points on the object that discretely describe the object’s behavior. The measurements are repeated in several epochs. By analyzing the geodetic network we can d...
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Format: | Article |
Language: | English |
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MDPI AG
2023-10-01
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Series: | Geosciences |
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Online Access: | https://www.mdpi.com/2076-3263/13/11/330 |
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author | Tomaž Ambrožič Goran Turk Aleš Marjetič |
author_facet | Tomaž Ambrožič Goran Turk Aleš Marjetič |
author_sort | Tomaž Ambrožič |
collection | DOAJ |
description | Monitoring displacements of the object can be performed using geodetic methods by selecting reference points on the surrounding terrain and points on the object that discretely describe the object’s behavior. The measurements are repeated in several epochs. By analyzing the geodetic network we can determine the status of a single point, i.e., whether the point has moved or not. The article discusses the testing of congruence, the testing of transformation of a single triangle, and the calculation of other deformation parameters in 2D networks resulting from the changes of points coordinates between two epochs. This is essentially the content of the Munich deformation method presented by W.M. Welsch, which includes the X- and L-method. The article also proposes some corrections to the original Munich approach. Finally, the applicability of the method is shown on a well-known practical example. |
first_indexed | 2024-03-09T16:47:40Z |
format | Article |
id | doaj.art-3183ed80649541b8a7fe10803bf746d5 |
institution | Directory Open Access Journal |
issn | 2076-3263 |
language | English |
last_indexed | 2024-03-09T16:47:40Z |
publishDate | 2023-10-01 |
publisher | MDPI AG |
record_format | Article |
series | Geosciences |
spelling | doaj.art-3183ed80649541b8a7fe10803bf746d52023-11-24T14:44:23ZengMDPI AGGeosciences2076-32632023-10-01131133010.3390/geosciences13110330Geodetic Applications and Improvement of the X- and L-Method of Deformation AnalysisTomaž Ambrožič0Goran Turk1Aleš Marjetič2Faculty of Civil and Geodetic Engineering, University of Ljubljana, Jamova Cesta 2, 1000 Ljubljana, SloveniaFaculty of Civil and Geodetic Engineering, University of Ljubljana, Jamova Cesta 2, 1000 Ljubljana, SloveniaFaculty of Civil and Geodetic Engineering, University of Ljubljana, Jamova Cesta 2, 1000 Ljubljana, SloveniaMonitoring displacements of the object can be performed using geodetic methods by selecting reference points on the surrounding terrain and points on the object that discretely describe the object’s behavior. The measurements are repeated in several epochs. By analyzing the geodetic network we can determine the status of a single point, i.e., whether the point has moved or not. The article discusses the testing of congruence, the testing of transformation of a single triangle, and the calculation of other deformation parameters in 2D networks resulting from the changes of points coordinates between two epochs. This is essentially the content of the Munich deformation method presented by W.M. Welsch, which includes the X- and L-method. The article also proposes some corrections to the original Munich approach. Finally, the applicability of the method is shown on a well-known practical example.https://www.mdpi.com/2076-3263/13/11/330deformation analysisMunich approachstrain parametersgeodetic network |
spellingShingle | Tomaž Ambrožič Goran Turk Aleš Marjetič Geodetic Applications and Improvement of the X- and L-Method of Deformation Analysis Geosciences deformation analysis Munich approach strain parameters geodetic network |
title | Geodetic Applications and Improvement of the X- and L-Method of Deformation Analysis |
title_full | Geodetic Applications and Improvement of the X- and L-Method of Deformation Analysis |
title_fullStr | Geodetic Applications and Improvement of the X- and L-Method of Deformation Analysis |
title_full_unstemmed | Geodetic Applications and Improvement of the X- and L-Method of Deformation Analysis |
title_short | Geodetic Applications and Improvement of the X- and L-Method of Deformation Analysis |
title_sort | geodetic applications and improvement of the x and l method of deformation analysis |
topic | deformation analysis Munich approach strain parameters geodetic network |
url | https://www.mdpi.com/2076-3263/13/11/330 |
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