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Pore pressure profiling in Siercza landslide colluvium in the Carpathian flysch using a Cone Penetration Test (CPTU)

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Języki publikacji
EN
Abstrakty
EN
This study identifies zones with significant changes in pore water pressure influenced by landslide processes. Measurements were taken in the near-surface strata of the Carpathian flysch, in colluvium of the Siercza landslide, near Kraków. Measurement of pore water pressure in flysch deposits is complicated due to the strongly heterogeneous properties of the medium and by variable water conditions, which are strongly influenced by rainfall intensity. Pore pressure profiling was performed in six series using a cone penetration test with a NOVA Acoustic cone. The tests were carried out in the colluvium to a depth of ~6.0 m under varying water conditions. The cone pore pressure results were compared to results of inclinometer measurements in the research area. Five zones with significant differences in pore pressure have been identified. Changes in both cone pore pressure and inclinometer displacement are evident at a depth range from 1.5 to 2.5 m. Two slip surfaces are likely present in this section. Such information can be used in engineering practice for more reliable assessment of slope stability in the Carpathian flysch.
Rocznik
Strony
839--848
Opis fizyczny
Bibliogr. 29 poz., fot., rys., tab., wykr.
Twórcy
  • AGH University of Science and Technology, Al. A. Mickiewicza 30, 30-059 Kraków, Poland
  • Polish Academy of Sciences, Mineral and Energy Economy Research Institute, Józefa Wybickiego 7 A, 31-261 Kraków, Poland
Bibliografia
  • 1. Bajda, M., Skutnik, Z., Lech, M., Biliniak, M., 2015. Evaluation of flow properties of soils from Piezocone. Proceedings of the XVI ECSMGE: 3063-3066.
  • 2. Bednarczyk, Z., 2015. Monitoring of rainfall induced landslides in relation to weather conditions at selected locations in Polish Carpathians. In: Engineering Geology for Society and Territory - Volume 2 (eds. G. Lollino, D. Giordan, G.B. Crosta, J. Corominas, R. Azzam, J. Wasowski and N. Sciarra): 1185-1190. Springer.
  • 3. Cascini, L., Cuomo, S., Pastor, M., Sacco, C., 2013. Modelling the post-failure stage of rainfall-induced landslides of the flow type. Canadian Geotechnical Journal, 50: 924-934.
  • 4. Eslami, A., Fellenius, B.H., 2004. CPT and CPTU data for soil profile interpretation: review of methods and proposed a new approach. Iranian Journal of Science and Technology, 28: 69-86.
  • 5. Gil, E., Zabuski, L., Mrozek, T., 2009. Hydrometeorological conditions and their relation to landslide processes in the Polish Flysch Carpathians (an example of Szymbark area). Studia Geomorphologica Carpatho-Balcanica, 43: 127-143.
  • 6. Harba, P., Pilecki, Z., 2017. Assessment of time-spatial changes of shear wave velocities of flysch formation prone to mass movements by seismic interferometry with use of ambient noise. Landslides, 14: 1225-1233.
  • 7. Jaskólski, Z., Kos, J., Cempura, L., Ptaszek, M., Dudziak, L., Kość, A., 2008. Dokumentacja geologiczno-inżynierska z określeniem warunków gruntowo-wodnych na terenach wystąpienia masowych ruchów ziemi, w rejonie działek o numerach ewidencyjnych nr 183/1, 183/2, 184, 185, 187, 188/2 oraz korpusu drogi powiatowej nr 2034K relacji Rożnowa-Siercza położonych w miejscowości Siercza, gmina Wieliczka (in Polish). Przedsiębiorstwo Geologiczne S.A. w Krakowie.
  • 8. Kogut, J.P., Pilecka, E., Szwarkowski, D., 2018. Analysis of landslide effects along a road located in the Carpathian flysch. Open Geosciences, 10: 517-531.
  • 9. Lunne, T., Robertson, P.K., Powell, J., 1997. Cone Penetrating Testing in Geotechnical Practice. Soil Mechanics and Foundation Engineering. Blackie Acadmic and Professional, London.
  • 10. Mayne, P.W., 2006. In-situ test calibrations for evaluating soil parameters. Overview paper on in-situ testing. In: Characterisation and Engineering Properties of Natural Soils (eds. T.S. Tan, K.K. Phoon, D.W. Hight and S. Leroueil): 1601-1652. Taylor and Francis Group, London.
  • 11. Młynarek, Z., Wierzbicki, J., Stefaniak, K., 2018. Interrelationship between undrained shear strength from DMT and CPTU tests for soils of different origin. Geotechnical Testing Journal, 41: 1-8.
  • 12. Pilecki, Z., Ziętek, J., Pilecka, E., Karczewski, J., Kłosiński, J., 2007. The effectiveness of recognizing of failure surface of the Carpathian flysch landslide using wave methods. In: Proceedings 13th European Meeting of Environmental and Engineering Geophysics “Near Surface 2007”, 3-5 September 2007, Istanbul, Turkey, Code 103172.
  • 13. Robertson, P.K., 1986. In situ testing and its application to foundation engineering. Canadian Geotechnical Journal, 23: 573-594.
  • 14. Robertson, P.K., 2009. Interpretation of cone penetration tests - an unified approach. Canadian Geotechnical Journal, 46: 1337-1355.
  • 15. Robertson, P.K., 2016. Cone penetration test (CPT)-based soil behavior type (SBT) classification system - an update. Canadian Geotechnical Journal, 53: 1910-1927.
  • 16. Schnellmann, R., Busslinger, M., Schneider, H.R., Rahardjo, H., 2010. Effect of rising water table in an unsaturated slope. Engineering Geology, 114: 71-83.
  • 17. Senneset, K., Sandven, R., Janbu, N., 1989. Evaluation of soil parameters from piezocone tests. Transportation Research Record, 1235: 24-37.
  • 18. Stanisz, J., 2013. Możliwości rozpoznania zagrożenia osuwiskowego na podstawie obserwacji zmian ciśnienia porowego w ośrodku geologicznym (in Polish). Zeszyty Naukowo-techniczne SITK RP Oddział w Krakowie, 3: 1-8.
  • 19. Stanisz, J., 2015. Czujniki do pomiaru ciśnienia porowego dla potrzeb rozpoznania położenia powierzchni poślizgu osuwiska. Zeszyty Naukowe IGSMiE PAN, 89: 77-91.
  • 20. Stanisz, J., Krokoszyński, P., Kaczmarczyk, R., 2018. Impact of rainfall on dissipation of pore pressure in colluvium of the Carpathian Flysch landslide. In: Proceedings of China-Europe Conference on Geotechnical Engineering (eds. W. Wu and HS. Yu): 1-8. Springer Series in Geomechanics and Geoengineering, Springer.
  • 21. Stanisz, J., Pilecki, Z., 2018. Prelimnary results of pore pressure profiling on the Tęgoborze-Just landslide. E3S Web of Conferences, 66: 1-10.
  • 22. Szreder, Z., Pilecki, Z., Kłosiński, J., 2008. Efektywność rozpoznania oddziaływania krawędzi eksploatacyjnych metodami profilowania tłumienia oraz prędkości fali sejsmicznej (in Polish). Gospodarka Surowcami Mineralnymi, 24: 215-226.
  • 23. Take, W.A., Bolton, M.D., Wong, P.C.P., Yeung, F.J., 2004. Evaluation of landslide triggering mechanisms in model fill slopes. Landslides, 1: 173-184.
  • 24. Tschuschke, W., Kumor, M.K., Walczak, M., Tschuschke, M., 2015. Cone penetration test in assessment of soil stiffness. Geological Quarterly, 59 (2): 419-425.
  • 25. Van Baars, S., Van de Graaf, H.C., 2007. Determination of organic soils permeability using the piezocone dissipation test. Environmental and Engineering Geoscience, 8: 197-203.
  • 26. Wang, G., Sassa, K., 2003. Pore-pressure generation and movement of rainfall-induced landslides: effects of grain size and fine-particle content. Engineering Geology, 69: 109-125.
  • 27. Wójcik, A., 2017. Karta rejestracyjna osuwiska w Sierczy, nr. 12-19-054-000819 (in Polish). Państwowy Instytut Geologiczny-PIB, Kraków.
  • 28. Zabuski, L., Gil, E., Bochenek, W., 2004. Interdependece between groundwater level and displacement of the landslide slope. Polish Geological Institute Special Papers, 15: 39-42.
  • 29. Zawrzykraj, P., 2017. Assessment of permeability parameters of in situ tested varved clays from Plecewice near Sochaczew (in Polish with English summary). Przegląd Geologiczny, 65: 587-596.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-23a5414c-7b42-4272-a131-bebda9eaef37
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