Geodetic monitoring of the subsidence of a multi-storey building foundation

Oksana Gera; Roksolana Oleskiv; Liubov Dorosh; Mykola Hrynishak; Volodymyr Mykhailyshyn

doi:10.35784/bud-arch.6827

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Published: Sep 30, 2025

DOI: https://doi.org/10.35784/bud-arch.6827

Issue Vol. 24 No. 3 (2025)

Articles

Geodetic monitoring of the subsidence of a multi-storey building foundation
Oksana Gera, Roksolana Oleskiv, Liubov Dorosh, Mykola Hrynishak, Volodymyr Mykhailyshyn

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DOI

https://doi.org/10.35784/bud-arch.6827

Authors

Oksana Gera

oksana.hera@nung.edu.ua

Department of Geodesy and Land Management; Ivano-Frankivsk National Technical University of Oil and Gas;, Ukraine

https://orcid.org/0000-0001-6670-2820

Roksolana Oleskiv

roksolanaoleskiv@gmail.com

Department of Geodesy and Land Management; Ivano-Frankivsk National Technical University of Oil and Gas;, Ukraine

https://orcid.org/0000-0003-0334-3028

Liubov Dorosh

liubov.dorosh@gmail.com

Department of Geodesy and Land Management; Ivano-Frankivsk National Technical University of Oil and Gas;, Ukraine

https://orcid.org/0000-0003-2971-4034

Mykola Hrynishak

mykola.hrynishak@nung.edu.ua

Department of Geodesy and Land Management; Ivano-Frankivsk National Technical University of Oil and Gas;, Ukraine

https://orcid.org/0000-0002-0422-8681

Volodymyr Mykhailyshyn

volodymyr.mykhailyshyn@nung.edu.ua

Department of Geodesy and Land Management; Ivano-Frankivsk National Technical University of Oil and Gas;, Ukraine

https://orcid.org/0000-0003-2236-1707

Abstract

The presented study is devoted to determining the stability of the foundation of a seven-storey building located in Ivano-Frankivsk (Ukraine). A programme of surveying works was developed, taking into account its condition and configuration features. The project algorithm included laying deformation marks in the building foundation, performing geodetic observations using the method of high-precision geometric levelling, and processing and interpreting the results. The article provides an analysis of changes in the elevations of the building's deformation marks based on data from five series of observations carried out between 09/2019 and 06/2024. The results obtained indicate uneven subsidence of the foundation around the perimeter of the building, which led to the appearance of cracks.

Keywords:

Deformation of the building, geometric levelling with a short beam, deformation observation program, deformation mark, subsidence

References

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Gera, O. (2025) “Geodetic monitoring of the subsidence of a multi-storey building foundation”, Budownictwo i Architektura, 24(3), pp. 005–014. doi: 10.35784/bud-arch.6827.

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