The analysis of the settlement of the various types of geodetic benchmarks

Łukasz Borowski

l.borowski@pollub.pl
Department of Geotechnical Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology; (Poland)
https://orcid.org/0000-0001-7356-5377

Agnieszka Lal


Department of geotechnics; Faculty of Civil Engineering and Architecture; Lublin University of Technology; (Poland)
https://orcid.org/0000-0002-3557-6064

Krzysztof Nepelski


Department of Geotechnical Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology; (Poland)
https://orcid.org/0000-0001-9495-6457

Abstract

The paper presents the studies of the possible causes of the excessive settlement of geodetic benchmarks. For the purpose of the study, two types of ground benchmarks (type 75a and b) were selected. The computational analysis was carried out on benchmarks situated in different soil conditions and under two variants of load. The parameters were modified in order to reach the interaction between the subsoil and the structure, which is the closest to the actual conditions. Obtained results were compared with the settlement noted in Kętrzyn district, during heights frame transformation from Kronsztadt’60 to Kronsztadt’86. As a result, possible change of heights of geodetic points between land surveying campaigns (circa 20 years) could be estimated. 


Keywords:

height transformation, geodetic benchmark, geodetic network, ground settlement

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Published
2017-12-03

Cited by

Borowski, Łukasz ., Lal, A. and Nepelski, K. (2017) “The analysis of the settlement of the various types of geodetic benchmarks”, Budownictwo i Architektura, 16(3), pp. 135–142. doi: 10.24358/Bud-Arch_17_163_13.

Authors

Łukasz Borowski 
l.borowski@pollub.pl
Department of Geotechnical Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology; Poland
https://orcid.org/0000-0001-7356-5377

Authors

Agnieszka Lal 

Department of geotechnics; Faculty of Civil Engineering and Architecture; Lublin University of Technology; Poland
https://orcid.org/0000-0002-3557-6064

Authors

Krzysztof Nepelski 

Department of Geotechnical Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology; Poland
https://orcid.org/0000-0001-9495-6457

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