The analysis of the settlement of the various types of geodetic benchmarks
Łukasz Borowski
l.borowski@pollub.plDepartment 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 settlementReferences
Rada Ministrów, Rozporządzenie z dnia 15 października 2012 r. w sprawie państwowego systemu odniesień przestrzennych, nr 76. Dz.U. 2012 poz. 1247.
Google Scholar
GUGiK, Model różnic wysokości pomiędzy układami wysokościowymi PL-EVRF2007-NH i PL-KRON86-NH. Warszawa, 2015.
Google Scholar
Walo J., Analiza wybranych algorytmów wyznaczania lokalnego przebiegu geoidy, Politechnika Warszawska, 2000.
Google Scholar
Banasik P., Wyznaczenie przebiegu quasi geoidy w rejonie Krakowa na podstawie pomiarów niwelacyjnych i GPS, Akademia Górniczo-Hutnicza w Krakowie, 1999.
Google Scholar
Borowski Ł., Zastosowanie sieci ASG-EUPOS do modelowania lokalnej quasi-geoidy, AGH, 2015.
Google Scholar
Banasik P., Ligas M., Kudrys J., Skorupa B., i Bujakowski K., Transformacja wysokości z układu Kronasztadt’60 do układu Kronsztadt’86 na przykładzie powiatu krakowskiego, Przegląd Geodezyjny 4 (2012) 6–13.
Google Scholar
Mnisterstwo Administracji i Cyfryzacji, Rozporządzenie w sprawie osnów geodezyjnych, grawimetrycznych i magnetycznych, nr 248. Dz.U. 2012 poz. 352.
Google Scholar
Felczak J., „Wytyczne Techniczne G-1.9 «Katalog znaków geodezyjnych oraz wzory stabilizacji punktów»”, Warszawa, 1984.
Google Scholar
PN-EN 1997-1:2008 Eurokod 7. Projektowanie geotechniczne. Część1: Zasady ogólne.
Google Scholar
PN-EN 1997-2:2009 Eurokod 7. Projektowanie geotechniczne. Część2: Rozpoznanie i badanie podłoża gruntowego.
Google Scholar
PN-81/B-3020 Grunty budowlane. Posadowienie bezpośrednie budowli. Obliczenia statyczne i projektowanie.
Google Scholar
Marchetti S. The Flat Dilatometer: Design applications. 3rd International Geotechnical Engineering Conference, Keynote lecture, (pp. 421-448). Cairo University; 1997.
Google Scholar
Janbu N., Bjerrum L., Kjaernsli B., Veiledning Ved Løsning Av Fundamenteringsoppgaver. Norwegian Geotechnical Institute, Report 16, Oslo; 1964.
Google Scholar
Netherlandish standard NEN6740, 1991, Geotechniek TGB1990 Basisen en belastingen, Nederlands normalisatie-Institut.
Google Scholar
Burland J.B. The yielding and dilatation of clay (correspondence), Géotechnique, 15(2) (1965) 211-214.
Google Scholar
Authors
Łukasz Borowskil.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 LalDepartment of geotechnics; Faculty of Civil Engineering and Architecture; Lublin University of Technology; Poland
https://orcid.org/0000-0002-3557-6064
Authors
Krzysztof NepelskiDepartment of Geotechnical Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology; Poland
https://orcid.org/0000-0001-9495-6457
Statistics
Abstract views: 270PDF downloads: 140
License
This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Budownictwo i Architektura supports the open science program. The journal enables Open Access to their publications. Everyone can view, download and forward articles, provided that the terms of the license are respected.
Publishing of articles is possible after submitting a signed statement on the transfer of a license to the Journal.