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volodymyr.mykhailyshyn@nung.edu.ua
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.
[1] Kuttykadamov M. et al., “Geodetic monitoring methods of high-rise constructions deformations with modern technologies application”, Journal of Theoretical and Applied Information Technology, 93(1), (2016), 24-31.
[2] Urban R., Surveying Works during the Deformation Measurement of Buildings. CTU Publishing House, 2015.
[3] Mamajonova N. and Mirzayev B., “Monitoring and analysis of geodetic visual deformation”, Theoretical Aspects in the Formation of Pedagogical Sciences, 2(5), (2023), 139-141.
[4] Shults R. et al., “GNSS-assisted low-cost vision-based observation system for deformation monitoring”, Applied Sciences, 13, (2023), 2813. https://doi.org/10.3390/app13052813
[5] Pakshyn M. et al., “Determination of vertical displacements of infrastructure objects based on the radar interferometry data”, Geodesy and Cartography, 48(2), (2022), 62-69. https://doi.org/10.3846/gac.2022.14414
[6] Ćmielewski K. et al., “The concept of surveying set for geometrical dimensioning of difficultly accessible objects”, Archives of Civil Engineering, 69(1), (2023), 627-644. https://doi.org/10.24425/ace.2023.144192
[7] Madimarova G. et al., “The geodetic monitoring of deformations of a high-rise building using ground-based laser scanning technology”, Journal of Applied Engineering Science, 20, (2022), 1-10. https://doi.org/10.5937/jaes0-37001
[8] Zhou H. et al., “A Review of vision-laser-based civil infrastructure inspection and monitoring.”, Sensors (Basel, Switzerland), 22(15), (2022), 5882. https://doi.org/10.3390/s22155882
[9] Kaartinen E. et al., “LiDAR-based structural health monitoring: applications in civil infrastructure systems”, Sensors, 22, (2022), 4610. https://doi.org/10.3390/s22124610
[10] Zhang Z. et al., “Design and research of low-cost and self-adaptive terrestrial laser scanning for indoor measurement based on adaptive indoor measurement scanning strategy and structural characteristics point cloud segmentation”, Advances in Civil Engineering, 1, (2022), 5681771. https://doi.org/10.1155/2022/5681771
[11] Maru M. et al., “Comparison of depth camera and terrestrial laser scanner in monitoring structural deflections”, Sensors, vol. 21, (2020), 201. https://doi.org/10.3390/s21010201
[12] Ministerstvo enerhetyky ta vuhilnoi promyslovosti Ukrainy, “SOU-N MEV 40.1 00013741-79:2012 Nastanova z provedennia sposterezhen za osidanniam fundamentiv, deformatsiiamy konstruktsii budivel i sporud ta rezhymom pidzemnykh vod na maidanchykakh teplovykh ta atomnykh elektrostantsii (Instructions for conducting observations of foundation settlement, structural deformations of buildings and structures, and groundwater conditions at the sites of thermal and nuclear power plants)”. 27-Dec-2012. (in Ukrainian). Available: https://online.budstandart.com/ua/catalog/doc-page.html?id_doc=68391
[13] Feng D. and Feng M., “Computer vision for SHM of civil infrastructure: From dynamic response measurement to damage detection – A review”, Engineering Structures, 156, (2018), 105-117. https://doi.org/10.1016/j.engstruct.2017.11.018
[14] Gąska B. and Nepelski K., “Analysis of building foundations on weak soils using FEM”, Budownictwo i Architektura, 23(3), (2024), 087-097. https://doi.org/10.35784/bud-arch.5661
[15] Trevoho I. et al., “The foundation subsidence of the tower-type structures”, International Conference of Young Professionals «GeoTerrace-2021», 2021, 1–5. https://doi.org/10.3997/2214-4609.20215K3026
[16] Gera O. et al., “Osoblyvosti rozroblennia proiektu sposterezhen za osidanniamy fundamentu bahatopoverkhovoi budivli (Peculiarities of developing the project of observations over subsidence of the foundation in a multi-storey building)”, Technical sciences and technologies, no. 2(36), (2024), 303-311. https://doi.org/10.25140/2411-5363-2024-2(36)-303-311
[17] “DBN V.1.3-2:2010 Systema zabezpechennia tochnosti heometrychnykh parametriv u budivnytstvi. Heodezychni roboty u budivnytstvi (A system for ensuring the accuracy of geometric parameters in construction. Geodetic works in construction)”, 21-Jan-2010. (in Ukrainian). Available: https://online.budstandart.com/ua/catalog/doc-page.html?id_doc=25911
[18] Yemelianova T., “Modeliuvannia deformatsii stin kamianykh budivel dlia budivnytstva na prosadnykh gruntakh (Modelling of wall deformations of stone buildings for construction on subsidence soils)”, in Suchasna traiektoriia rozvytku naukovo-tekhnichnoho prohresu v Ukraini ta sviti, Lviv-Torun : Liha-Pres, 2021, 389-413. https://doi.org/10.36059/978-966-397-247-3-13
[19] Hembarskyi L. V., “Istoriia rozvytku zastosuvannia konstruktyvno-tekhnolohichnykh rishen pry rekonstruktsii fundamentnykh system ta yikh suchasna klasyfikatsiia (The history of the development of the use of structural and technological solutions in the reconstruction of foundation systems and their modern classification)”, Suchasni tekhnolohii, materialy i konstruktsii v budivnytstvi, 13(2), (2012), 40-46.
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