ISSN 0016-7126 (Print)
ISSN 2587-8492 (Online)
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2. Vlasenko V. N., Ivanov P. S., Sozinov A. D. Monitoring smeshchenii opolznei i gruntovykh gidrotekhnicheskikh sooruzhenii po radarnym kosmicheskim snimkam. Izvestiya VNIIG im. B. E. Vedeneeva, 2017, Vol. 283, pp. 97–104. |
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6. Markovich K. I., Valyushkin A. V. Issledovanie osobennostei vizirovaniya i izmereniya linii s ispol'zovaniem geodezicheskikh otrazhatelei. Vestnik Polotskogo gos. un-ta. Ser. F. Stroitel'stvo. Prikladnye nauki, 2015, no. 16, pp. 181–185. |
7. Mustafin M. G., Val'kova E. O. Marksheidersko-geomekhanicheskoe obosnovanie metodiki nablyudenii za deformatsiyami bortov kar'erov. Ugol', 2024, no. 7, pp. 55–61. DOI: 10.18796/0041-5790-2024-7-55-61. |
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9. Yaitskaya N. A., Brigida V. S., Gavrina O. A., Kopylov A. S. Fotogrammetricheskaya otsenka deformatsionnykh protsessov na opolznevykh sklonakh pri obespechenii ustoichivogo razvitiya territorii Kavkaza. Ustoichivoe razvitie gornykh territorii, 2023, Vol. 15, no. 3, pp. 558–567. DOI: 10.21177/1998-4502-2023-15-3-558-567. |
10. Yu J., Zhu P., Xu B., Meng X. (2017) Experimental assessment of high sampling-rate robotic total station for monitoring bridge dynamic responses. Measurement, no. 104, pp. 60–69. DOI: 10.1016/j.measurement.2017.03.014. |
11. Dematteis N., Wrzesniak A., Allasia P., Bertolo D., Giordan D. (2022) Integration of robotic total station and digital image correlation to assess the three-dimensional surface kinematics of a landslide. Engineering Geology, Volume 303, no. 106655, DOI: 10.1016/j.enggeo.2022.106655. |
12. Xue C., Psimoulis P. A., Meng X. (2022) Feasibility analysis of the performance of low-cost GNSS receivers in monitoring dynamic motion. Measurement, Volume 202, no. 111819, DOI: 10.1016/j.measurement.2022.111819. |
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14. Tsai Z.-’., You G. J.-Y., Lee H.-Y., Chiu Y.-J. (2012) Use of a total station to monitor post-failure sediment yields in landslide sites of the Shihmen reservoir watershed, Taiwan. Geomorphology, no. 139–140, pp. 139–140. DOI: 10.1016/j.geomorph.2011.11.008. |
(2024) Method for determining the plan view coordinates and height of the working benchmark on a landslide with forced inclinations of the pole from the plumb position. Geodesy and cartography = Geodezia i Kartografia, 85(9), pp. 2-11. (In Russian). DOI: 10.22389/0016-7126-2024-1011-9-2-11 |