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RESTORING BASIS POINTS AT DEFORMATION MONITORING
- Authors: Tereshin A.A1, Neguritsa D.L1, Kirkov A.Y1
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Affiliations:
- Engineering Academy Peoples’ Friendship University of Russia
- Issue: Vol 18, No 1 (2017)
- Pages: 14-19
- Section: Architecture and civil engineering
- URL: https://journals.rudn.ru/engineering-researches/article/view/15995
- DOI: https://doi.org/10.22363/2312-8143-2017-18-1-14-19
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Abstract
This article discusses one of the possible methods of restoring the strong points of observation stations at deformation monitoring. It is shown that can be used to restore the coordinates of thereference frames so-called “stable point”. Such points are characterized in that their coordinates in the interval between two measurements do not change over the range of accuracy of measurement adopted.
About the authors
Alexander A Tereshin
Engineering Academy Peoples’ Friendship University of Russia
Author for correspondence.
Email: tereshin_aa@pfur.ru
PhD (in Technical Sciences), Associate Professor, Department of Geology, mining, oil and gas industry
Miklukho-Maklaya str., 6, Moscow, Russia, 117198Dmitry L Neguritsa
Engineering Academy Peoples’ Friendship University of Russia
Email: neguritsa_dl@pfur.ru
PhD (in Technical Sciences), Associate Professor, Department of Geology, mining, oil and gas industry
Miklukho-Maklaya str., 6, Moscow, Russia, 117198Alexey Y Kirkov
Engineering Academy Peoples’ Friendship University of Russia
Email: kirkov_ae@rudn.university
Assistant Professor, Department of Geology, mining, oil and gas industry
Miklukho-Maklaya str., 6, Moscow, Russia, 117198References
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