Ground penetrating radar investigations of landslides: a case study in a landslide in Radziszów

• Autorzy: Borecka A. , Herzig G. , Durjasz-Rybacka M.

Identyfikatory

DOI

10.1515/sgem-2015-0028

• Języki publikacji: EN

Abstrakty

EN

The article presents the results of research of the activated landslide in Radziszów in 2010. The study focused on the evaluation of engineering geology conditions, preceded by geophysical surveys. It mainly focused on the GPR method using the IDS georadar equipped with antennas in the frequency range of 100 MHz. Antenna selection was based on archival research which showed that the depth of occurrence of clays, where the roof can be a potential slip surface, ranges between 3–10 m below the surface. GPR method applied allowed the course of the potential slip surface to be determined and the results obtained significantly correlated with the results of engineering geology tests carried out.

Słowa kluczowe

EN

geophysical methods; GPR; geohazards; landslide

• Wydawca: De Gruyter
• Czasopismo: Studia Geotechnica et Mechanica
• Rocznik: 2015
• Tom: Vol. 37, nr 3
• Strony: 11--18
• Opis fizyczny: Bibliogr. 12 poz., tab., rys.

Twórcy

autor

Borecka A.

• AGH University of Science and Technology, Faculty of Geology, Geophysics and Environmental Protection, Department of Hydrogeology and Engineering Geology, al. Mickiewicza 30, 30-059 Kraków

autor

Herzig G.

• AGH University of Science and Technology, Faculty of Geology, Geophysics and Environmental Protection, Department of Hydrogeology and Engineering Geology, al. Mickiewicza 30, 30-059 Kraków

autor

Durjasz-Rybacka M.

• EKOID, 40-236 Katowice, al. Roździeńskiego 188

Bibliografia

• [1] KARCZEWSKI J., The outline of GPR method, AGH University of Science and Technology Press, AGH-UST, Kraków 2011, (in Polish).
• [2] RÓŻAŃSKI P., Opinion on the diagnosis geotechnical conditions – in the area of Pavilion IV warehouse and residential building, on plots of 574/6, 574/7 in Radziszów, 2011, (in Polish).
• [3] BURTAN J., Geological Map of Poland, A – with Quaternary deposits, Sheet Kraków, 1: 200 000. PIG, Warszawa 1964, (in Polish).
• [4] BICHLER A., BOBROWSKY P., BEST M., DOUMA M., HUNTER J., CALVERT T., BURNS R., Three-dimensional mapping of a landslide using a multi- geophysical approach: the Quesnel Forks landslide, Landslides, 2004, 1(1), 29–40.
• [5] BUSBY J.P., CUSS R.J., RAINES M.G., BEAMISH D., Application of ground penetrating radar to geological investigations, British Geological Survey Internal Report IR/04/21.
• [6] SASS O., BELL R., GLADE T., Comparasion of GPR, 2Dresistivity and traditional techniques for the subsurface exploration of the Öschingen landslide, Swabian Alb (Germany), Geomorphology, 2008, 93, pp. 89–103.
• [7] DANIELS D.J., Surface-Penetrating Radar, Inst. of Electrical Engineers; Radar, Sonar, Navigation and Avionics Series 6, London 1996, 300 pp.
• [8] MOORMAN B.J., ROBINSON S.D., BURGESS M.M., Imaging periglacial conditions with ground-penetrating radar, Permafrost and Periglacial Processes, 2003, 14, 319–329.
• [9] The Municipality of Skawina „www.skawina.e-mpzp.pl”: Local Area Development Plan of Skawina.
• [10] The Municipality of Skawina „www.skawina.e-mpzp.pl”: Landslide maps and landslide hazard maps in Skawina – rural area, sheet M-34-76-B-a-4.
• [11] PN-EN 1997-2:2009:Eurokod 7. Geotechnical design – Part 2: Ground investigation and testing (in Polish).
• [12] PKN-CEN ISO/TS 17892-10:2009 Geotechnical investigation and testing – Laboratory testing of soil – Part 10: Direct shear tests (in Polish).