A field surveying on the geodetic control of engineering linear structures using a terrestrial laser scanner
The method of geodetic control of the road pavement using TLS is presented. The use of the terrestrial laser scanner can avoid some of the disadvantages of classical methods for determining the deformation of objects. One of the main of them is a small amount of information about the position of ind...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
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Vilnius Gediminas Technical University
2019-09-01
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| Series: | Geodesy and Cartography |
| Subjects: | |
| Online Access: | https://journals.vgtu.lt/index.php/GAC/article/view/6255 |
| _version_ | 1819292153717719040 |
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| author | Andrew Pikilnyak Oleksandr Naminat Alena Palamar |
| author_facet | Andrew Pikilnyak Oleksandr Naminat Alena Palamar |
| author_sort | Andrew Pikilnyak |
| collection | DOAJ |
| description | The method of geodetic control of the road pavement using TLS is presented. The use of the terrestrial laser scanner can avoid some of the disadvantages of classical methods for determining the deformation of objects. One of the main of them is a small amount of information about the position of individual parts of the object, in this case, linear engineering structures. The proposed technique for terrestrial laser scanning of pavement in order to determine its actual spatial position and real geometric shape allows to perform the required set of works with the least labor and time costs, and also to obtain data for further monitoring. The technique involves the construction of a three-dimensional model of pavement for its evaluation over a certain time interval with a similar model. In order to determine the coordinates by the TLS, the special spheres of known diameter were used. During the measurements, tribrachs on tripods were used, in which the spheres alternately changed to reflectors to eliminate the centering error. The accuracy of determining the coordinates of the temporary survey network relative to the base station was no more than ±27 mm. The accuracy estimation of the temporary survey network coordinates made in the “LeicaGeoOffice” software is presented. The network of permanent stations in Ukraine was used to determine the coordinates, the errors were calculated as the RMS deviation. |
| first_indexed | 2024-12-24T03:50:01Z |
| format | Article |
| id | doaj.art-b55892968b0b4e469bdfddc195aa4d92 |
| institution | Directory Open Access Journal |
| issn | 2029-6991 2029-7009 |
| language | English |
| last_indexed | 2024-12-24T03:50:01Z |
| publishDate | 2019-09-01 |
| publisher | Vilnius Gediminas Technical University |
| record_format | Article |
| series | Geodesy and Cartography |
| spelling | doaj.art-b55892968b0b4e469bdfddc195aa4d922022-12-21T17:16:37ZengVilnius Gediminas Technical UniversityGeodesy and Cartography2029-69912029-70092019-09-0145210.3846/gac.2019.6255A field surveying on the geodetic control of engineering linear structures using a terrestrial laser scannerAndrew Pikilnyak0Oleksandr Naminat1Alena Palamar2Kryvyi Rih National UniversityDepartment of Geodesy, Kryvyi Rih National University, Kryvyi Rih, UkraineDepartment of Geodesy, Kryvyi Rih National University, Kryvyi Rih, UkraineThe method of geodetic control of the road pavement using TLS is presented. The use of the terrestrial laser scanner can avoid some of the disadvantages of classical methods for determining the deformation of objects. One of the main of them is a small amount of information about the position of individual parts of the object, in this case, linear engineering structures. The proposed technique for terrestrial laser scanning of pavement in order to determine its actual spatial position and real geometric shape allows to perform the required set of works with the least labor and time costs, and also to obtain data for further monitoring. The technique involves the construction of a three-dimensional model of pavement for its evaluation over a certain time interval with a similar model. In order to determine the coordinates by the TLS, the special spheres of known diameter were used. During the measurements, tribrachs on tripods were used, in which the spheres alternately changed to reflectors to eliminate the centering error. The accuracy of determining the coordinates of the temporary survey network relative to the base station was no more than ±27 mm. The accuracy estimation of the temporary survey network coordinates made in the “LeicaGeoOffice” software is presented. The network of permanent stations in Ukraine was used to determine the coordinates, the errors were calculated as the RMS deviation.https://journals.vgtu.lt/index.php/GAC/article/view/6255monitoringterrestrial laser scannerlinear structuregeodetic controlfield surveying |
| spellingShingle | Andrew Pikilnyak Oleksandr Naminat Alena Palamar A field surveying on the geodetic control of engineering linear structures using a terrestrial laser scanner Geodesy and Cartography monitoring terrestrial laser scanner linear structure geodetic control field surveying |
| title | A field surveying on the geodetic control of engineering linear structures using a terrestrial laser scanner |
| title_full | A field surveying on the geodetic control of engineering linear structures using a terrestrial laser scanner |
| title_fullStr | A field surveying on the geodetic control of engineering linear structures using a terrestrial laser scanner |
| title_full_unstemmed | A field surveying on the geodetic control of engineering linear structures using a terrestrial laser scanner |
| title_short | A field surveying on the geodetic control of engineering linear structures using a terrestrial laser scanner |
| title_sort | field surveying on the geodetic control of engineering linear structures using a terrestrial laser scanner |
| topic | monitoring terrestrial laser scanner linear structure geodetic control field surveying |
| url | https://journals.vgtu.lt/index.php/GAC/article/view/6255 |
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