Evaluation of Terrestrial Laser Scanner Accuracy in the Control of Hydrotechnical Structures

[1] Baca M., Muszyński Z., Rybak J., Żyrek T., The application of geodetic methods for displacement control in the self-balanced pile capacity testing instrument, [in:] Advances and trends in engineering sciences and technologies, International Conference on Engineering Sciences and Technologies, 27–29 May 2015, CRC Press, Tatranská Štrba, Slovakia, 2015, 15–20.Search in Google Scholar

[2] Baca M., Rybak J., Żyrek T., Practical aspects of tubular pile axial capacity testing, [in:] 15th International Multidisciplinary Scientific Geoconference, SGEM 2015, Science and Technologies in Geology, Exploration and Mining, 18–24 June 2015. Vol. 2. Hydrogeology, engineering geology and geotechnics, STEF92 Technology, Albena, Bulgaria, 2015, 549–554.Search in Google Scholar

[3] Bednářová P., Marschalko M., Drusa M., Durďák J., Orininová L., (2015). Importance of Various Types of Stability Assessment of a Hydrotechnical Structure, [in:] International Multidisciplinary Scientific Geoconference, SGEM 2015, 18–24 June 2015, STEF92 Technology, Albena, Bulgaria, 2015, 383–390.Search in Google Scholar

[4] Gikas V., Paradissis D., Raptakis K., Antonatou O., Deformation Studies of the Dam of Mornos Artificial Lake via Analysis of Geodetic Data, [in:] From Pharaohs to Geoinformatics, FIG Working Week, 16–21 April 2005, Cairo, Egypt, 1–12. Available: https://www.fig.net/resources/proceedings/fig_proceedings/cairo/papers/ts_43/ts43_02_gikas_etal.pdfSearch in Google Scholar

[5] Karsznia K., Geodezyjny i geotechniczny monitoring obiektów inżynierskich w ujęciu dynamicznym. Wykrywanie słabych punktów, [Electronic version], Nowoczesne Budownictwo Inżynieryjne, 2008, 4(19), 72–75, (in Polish). Available: http://www.nbi.Com.pl/assets/NBI-pdf/2008/4_19_2008/pdf/23_wykrywanie_slabych_punktow.pdfSearch in Google Scholar

[6] Kersten T., Sternberg H., Mechelke K., Acevedo Pardo C., Terrestrial Laser Scanning System MENSI GS100/GS200 – Accuracy Tests, Experiences and Projects at The Hamburg University of Applied Sciences, [in:] Panoramic Photogrammetry Workshop 2004, TU Dresden, 2004. Available: http://www.isprs.org/proceedings/XXXIV/5-16/papers/panows_Dresden2004_Kersten.pdfSearch in Google Scholar

[7] Kowalska M., Zaczek-Peplinska J., Roughness parameters as the elements of surface condition and deformation assessment based on the results of TLS scanning, Annals of Warsaw University of Life Sciences-SGGW Land Reclamation, 2017, 49(1), 29–41. Available: http://ann_landreclam.sggw.pl/z491/art3.pdf10.1515/sggw-2017-0003Search in Google Scholar

[8] Muszyński Z., Application of selected robust estimation methods for calculating vertical displacements of hydrotechnical structures, Studia Geotechnica et Mechanica, 2010, 32(1), 69–80. Available: http://www.sgem.pwr.edu.pl/iss/2010/no1/art05_no1_2010.pdfSearch in Google Scholar

[9] Muszyński Z., Assessment of suitability of terrestrial laser scanning for determining horizontal displacements of cofferdam during modernization works on the Rędzin sluice, [in:] 14th International Multidisciplinary Scientific Geoconference, SGEM 2014, Geodesy and Mine Surveying, 17–26 June 2014. Vol. 2, STEF92 Technology, Albena, Bulgaria, 81–88.10.5593/SGEM2014/B22/S9.011Search in Google Scholar

[10] Popielski P., Zaczek-Peplinska J., Bartnik E., Kasprzak A., Smoliński B., Contemporary techniques of data acquisition for preparation of numerical models of hydrotechnical structures, Czasopismo Techniczne, 2015, 2-Ś, 113–128, DOI: 10.4467/2353737XCT.15.231.4617Search in Google Scholar

[11] Van Cranenbroeck J., State of the Art in Structural Geodetic Monitoring Solutions for Hydro Power Dams, [in:] Bridging the Gap between Cultures, FIG Working Week, 18–22 May 2011, Marrakech, Morocco, 2011, 1–18. Available: https://www.fig.net/resources/proceedings/fig_proceedings/fig2011/papers/ts01e/ts01e_vancranenbroeck_4763.pdfSearch in Google Scholar

[12] Van Cranenbroeck J., Brown N., Networking Motorized Total Stations and GPS Receivers for Deformation Measurements, FIG Working Week, 22–27 May 2004, Athens, Greece, 2015, 1–15. Available: https://www.fig.net/resources/proceedings/fig_proceedings/athens/papers/ts16/TS16_2_Cranenbroeck_Brown.pdfSearch in Google Scholar

[13] Wan Aziz W.A., Zulkarnaini M.A., Shu K.K., The Deformation Study of High Building Using RTK-GPS: A First Experience in Malaysia, FIG Working Week 2005 and April 2005, GSDI-8, 16–21, 1–11, Cairo, Egypt, 2005. Available: https://www.fig.net/resources/proceedings/fig_proceedings/cairo/papers/ts_43/ts43_01_wanaziz_etal.pdfSearch in Google Scholar

[14] Zaczek-Peplinska J., Falaciński P., Evaluation of possibilities to apply laser scanning for estimation of conditions of concrete, Report on Geodesy, 2011, 91(1), 539–546.Search in Google Scholar

[15] Zogg H.M., (2008). Investigations of High Precision Terrestrial Laser Scanning with Emphasis on the Development of a Robust Close-Range 3D-Laser Scanning System, Dissertation ETH Zurich No. 18013, Zurich, 2008. Available: http://www.igpdata.ethz.ch/berichte/Blaue_Berichte_PDF/98.pdfSearch in Google Scholar