RESTORING BASIS POINTS AT DEFORMATION MONITORING

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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, 117198

Dmitry 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, 117198

Alexey 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, 117198

References

  1. GOST 24846­2012. Grunty. Metody izmereniya deformacij osnovanij zdanij i sooruzhenij [Soils. Methods for measuring the deformation bases of buildings and structures]. M.: Stroitel’stvo, 2013.
  2. Instrukciya po nivelirovaniyu I, II, III i IV klassov [For a leveling guide I, II, III and IV classes]. GKINP (GNTA)­03­010­02. M.: CNIIGAiK, 2004.
  3. SP 11­104­97. Inzhenerno­geodezicheskie izyskaniya dlya stroitel’stva. Gosstroj RF. 1997.
  4. SP 22.13330.2011. OSNOVANIYA ZDANIJ I SOORUZHENIJ [BASIS OF BUILDINGS AND FACILITIES]. Minregion Rossii. 2011.
  5. Tereshin A.A., Negurica D.L., Alekseev G.V. Geodezicheskij monitoring deformacij karkasnogo zdaniya v period rabot po ukrepleniyu gruntov v osnovanii funda­mentov. Markshejderskij vestnik. 2016. № 6. S. 30—33.

Copyright (c) 2017 Tereshin A.A., Neguritsa D.L., Kirkov A.Y.

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