Geodetic monitoring of deformations of engineering structures
DOI:
https://doi.org/10.31643/2021/6445.20Keywords:
monitoring, geodetic control, deformation, GNSS, laser scanning, electronic total station, digital leveling.Abstract
Unfortunately, all kinds of anthropogenic and natural factors contribute to the deformation of man-made structures. Geodetic control of buildings and structures, timely detection and elimination of deformations is a guarantee of long-term operation of the building. Monitoring is one of the most important tools to ensure the reliability and safety of multi-storey and large-scale buildings and structures during construction and operation. A significant amount of instrumental control during construction and operation is carried out by geodetic methods. Geodetic methods are used to determine both local and general deformations of buildings and structures, deviations of load-bearing, fencing structures from vertical and design drawings, foundations and soil settlements, through which the technical condition of the building or structure is specially assessed. Today, the analysis of deformations is an important task for every region of our country, especially for areas with changes in the earth's surface. The field of deformation research in the Republic of Kazakhstan is quite developed and there are many necessary materials to identify such changes. In our country, special services are organized to control any benchmarks and analyze the results of high-precision measurements in several cycles to detect any changes on the earth's surface. Therefore, this article provides an overview of both the classical methods of geodetic control and the tools and technologies used to determine the quantitative characteristics of the deformation of engineering objects.
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References
Şehovsov, G.A. (2009). Sovremennye geodezicheskie metody opredeleniя deformasii injenernyh soorujenii [Modern geodetic methods for determining the deformations of engineering structures]. N. Novgorod, NNGASU, 156. (ın Russ).
Gerasimov V.A, Lobazov V.Я., Reznik B.E. (2010). Konsepsiя geodezicheskogo monitoringa deformasionnyh prosessov.Geoprofi[The concept of geodetic monitoring of deformation processes], No1, 17-21. (ın Russ). https://doi.org/10.1088/0957-0233/25/10/105004.73
Mustafın M.G., Valkov V.A., Kazantsev A.I. (2017). Monıtorıng of deformatıon processes ın buıldıngs and structures ınmetropolıses. Procedıa Engıneerıng, Volume 189, 729-736. (ın Eng). https://doi.org/10.1016/j.proeng.2017.05.115
Zhang X. (2017). Dıfferent monıtorıng methods for buıldıng deformatıon of practıcal exploratıon. Journal of Physıcs: Conf.Serıes 910, 012029. (ın Eng). https://doi.org/10.1088/1742-6596/910/1/012029
Xu YL, Chen B, Ng CL, Wong KY, Chan WY. (2010). Monıtorıng temperature effect on a long suspensıon brıdge. StructControl Hlth, 17, 632-53. (ın Eng). https://doi.org/10.1002/stc.340
Okıemute E.S., Olujımı O.F. (2018). Monıtorıng and analysıs of vertıcal and horızontal deformatıons of a large structureusıng conventıonal geodetıc technıques. Journal of Envıronment and Earth Scıence, Vol.8, No 12, 52-61.(ın Eng). https://doi.org/10.5281/zenodo.2529964
Baltıyeva A. A., Raskalıyaev A. S., Samsonenko A. I., Shamganova L. S., Fan H. (2020). Development of the software andtechnıcal complex of the hıgh-precısıon satellıte posıtıonıng system ın the condıtıons of open pıt mınıng processes. Kompleksnoe Ispolʹzovanıe Mıneralʹnogo syrʹâ/Complex Use of Mıneral Resources/Mıneraldık Shıkısattardy Keshendı Paıdalanu,4 (315). P. 42-48. (ın Eng). https://doi.org/10.31643/2020/6445.35
Janıcka J., Błaszczak-Bąk W., Rapınskı J., Suchockı C. (2020). Applıcatıon of the msplıt estımatıon method ın the detectıonand dımensıonıng of the dısplacement of adjacent planes. Remote Sensıng, 12(19), 1-17. (ın Eng). https://doi.org/10.3390/rs12193203
Hayakawa Y., Kusumoto Sh., Matta N. (2016). Applıcatıon of terrestrıal laser scannıng for detectıon of ground surfacedeformatıon ın small mud volcano. Hayakawa et al. Earth, Planets and Space, 68:114. (ın Eng). https://doi.org/10.1186/s40623-016-0495-0
Lıenhart W. (2017). Geotechnıcal monıtorıng usıng total statıons and laser scanners: crıtıcal aspects and solutıons. Journalof Cıvıl Structural Health Monıtorıng volume 7, 315–324. (ın Eng). https://doi.org/10.1007/s13349-017-0228-5
Kovanıˇc, L’.; Blıstan, P.; Urban, R.; Štroner, M.; Pukanská, K.; Bartoš, K.; Palková, J. (2020). Analytıcal determınatıon ofgeometrıc parameters of the rotary kıln by novel approach of TLS poınt cloud segmentatıon, 10, 7652.(ın Eng).
Yuwono B.D., Prasetyo Y. (2019). Analysıs deformatıon monıtorıng technıques usıng GNSS survey and terrestrıal survey. IOPConf. Serıes: Earth and Envıronmental Scıence, 313, 012045. (ın Eng). https://doi.org/10.1088/1755-1315/313/1/012045
Sedlak V. (2015). Some specıfıc procedures ın solvıng the deformatıon vector for mınıng undermıned areas. Journal ofmaterıals and engıneerıng structures, 2, 99–110. (ın Eng).
Jukov B.N., Karpik A.P. (2003). Geodezicheskii kontrol injenernyh obektov promyşlennyh predpriяtii i grajdanskihkompleksov[Geodetic control of engineering facilities of industrial enterprises and civil complexes]. Novosibirsk, SGGA, 356. (ın Russ). https://doi.org/10.5862/MCE.46.6
Luccıo M. (2002). The concrete and the clay: monıtorıng large structure deformatıon. GPS World, Vol. 13, No. 8, 16. (ın Eng). https://doi.org/10.1016/j.proeng.2017.05.115
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Copyright (c) 2021 Urazbayev, G., Altayeva, A., Kozhayev, Z., & Mustafin, M.
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