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Stability analysis of the slope subjected to the dynamic loading

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EN
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EN
This paper presents the results of a stability analysis of a slope located in the immediate vicinity of a railway line. The plans for the extension of this railway track include the construction of another line, which would run parallel to the existing one, within a few metres distance. It is expected that intensive goods train traffic will generate both static and dynamic forces in the underlying subsoil. Consequently, seismic vibrations will be generated in the subsoil, propagating mainly not only in the horizontal direction but also in the vertical direction. The method of seismic coefficient of the earthquake intensity determined by a pseudo-static method and horizontal component of acceleration is appropriate and recommended because it is simple, and the safety factor of the slope is calculated in the same way as in conventional stability calculations.
Rocznik
Tom
Strony
243--255
Opis fizyczny
Bibliogr. 34 poz.
Twórcy
  • Institute of Hydro-Engineering Polish Academy of Sciences, Kościerska 7, 80-328 Gdańsk, Poland
Bibliografia
  • 1. Bober Lesław, Kazimierz Thiel. 1980. „Badania stateczności zbocza osuwiskowego w Lipowicy koło Dukli” [In Polish: „Stability investigations of the landslide slope in Lipowice near Dukla”]. Biuletyn Instytutu Geologicznego 324: 239-282.
  • 2. Bragato Pier Luigi, Dario Slejko. 2004. „Empirical ground motion attenuation relations for the eastern Alps in the magnitude range 2.5-6.3”. Bulletin of the Seismological Society of America 95: 252-276. DOI: http://dx.doi.org/10.1785/0120030231.
  • 3. Bray Jonathan, Thaleia Travasarou. 2007. „Simplified procedure for estimating earthquake-induced deviatoric slope displacements”. Journal of Geotechnical and Geoenvironmental Engineering ASCE 133: 381-392. DOI: 10.1061/(ASCE)1090-0241(2007)133:4(381).
  • 4. Bray Jonathan, Thaleia Travasarou. 2009. „Pseudostatic coefficient for use in simplified seismic slope stability evaluation”. Journal of Geotechnical and Geoenvironmental Engineering 135:1336-1340. DOI: 10.1061/(ASCE)GT.1943-5606.0000012.
  • 5. Bray J., E. Rathje, A.J. Augello, S.M. Merry. 1998. „Simplified seismic design procedure for geosynthetic-lined solid waste landfill”. Geosynthetic International 5:203-235. DOI: 10.1680/GEIN.5.0119.
  • 6. Bromhead Edward Nicolas. 2019. The Stability of Slopes (2nd edition). New York: CRC Press. ISBN: 9780367865122.
  • 7. Chopra Aditya. 1967. „Earthquake response of earth dams”. Journal of Soil Mechanics and Foundations Division ASCE 93(2): 65-81. DOI: 10.1061/JSFEAQ.0000960.
  • 8. Cotecchia Vincenzo. 1987. “Earthquake-prone environments”. In: Slope stability, geotechnical engineering and geomorphology, edited by M.G. Anderson, K.S. Richards. P. 287-330. New York: John Wiley & Sons. ISBN-10: 047191021X. ISBN-13: 978-0471910213.
  • 9. Dawson E. Michael, William H. Roth, Andrzej Drescher. 1999. „Slope stability analysis by strength reduction”. Géotechnique 49: 835-840. DOI: 10.1680/geot.1999.49.6.835.
  • 10. Egis Poland Sp. z o.o, 2019. Dokumentacja geologiczno-inżynierska dla określenia warunków geologiczno-inżynierskich w podłożu modernizowanych linii kolejowych nr 201 na odcinku od km 136+096 do km 163+250 i 214 od km -0+229 (proj. 0+915) do km 7+131 (część A) realizowanej w ramach projektu „Prace na alternatywnym ciągu transportowym Bydgoszcz-Trójmiasto – etap I” . [In Polish: Geological-engineering documentation for determination of the geological-engineering properties in the foundation of the upgrading railways No. 201, section from km 136+096 to km 163+250 and No. 214 from -0+229 (designed 0+915) to km 7+131 (part A) realized in frames of the project “Activities on the alternative transport line Bydgoszcz –Trojmiasto – stage, Internal report]. Warsaw.
  • 11. EUROCODE 8:2003. Projektowanie ziemnych struktur oporowych. Fundamenty, struktury oporowe i aspekty geotechniczne. Projekt końcowy. [In Polish: Design of structures for earthquake resistance. Part 5: Foundations, retaining structures and geotechnical aspects, Final draft].
  • 12. Gurudeo Chavan Ashwini, Digambar Mudgundi Rajani. 2017. „Pseudostatic Slope Stability Analysis”. In: International Journal Research Publications in Engineering and Technology (IJRPET). National Conference of Innovative Trends in Engineering and Technology-2017: 80-83. 15th and 16th March 2017. Conference Proceeding. ISSN: 2454-7875. DOI: 10.5281/zenodo.1461396.
  • 13. Itasca C.G. 2011. FLAC 7.0 Manual. Minneapolis, USA.
  • 14. Jibson Randall W. 1993. „Predicting earthquake-induced landslide displacements using Newmark’s sliding block analysis”. Transportation Research Record 1411. ID: 92987550. DOI: 10.1.1.733.2736.
  • 15. Kandolkar Sumitra, Smita Aldonkar, Purnanand Savoikar. 2010. “Rational Pseudostatic Stability Analysis of Embankments”. In: Indian Geotechnical Conference - 2010: 135-138. IGS Mumbai Chapter & IIT Bombay. ID: 114011106.
  • 16. Kondracki Jerzy. 2002. Geografia regionalna Polski. [In Polish: Regional Geography of Poland]. Warsaw: PWN. ISBN: 83-01-13897-1.
  • 17. Kramer Steven L. 1996. Geotechnical Earthquake Engineering. New Jersey: Prentice Hall. ISBN-13: 978-0133749434.
  • 18. Makishi Faiz, Bolton H. Seed. 1978. „Simplified procedure for estimating dam and embankment earthquake-induced deformations”. Proceedings of the American Society of Civil Engineers, Journal of Geotechnical Engineering 104: 849-867. DOI: 10.1061/AJGEB6.0000668.
  • 19. Marcato Gianluca, Fujisawa, Mateo Mantovani, Alessandro Pasuto, Sandro Silvano, Fabrizio Tagliavini, Lesław Zabuski. 2007. “Evaluation of seismic effects on the landslide deposits of Monte Salta (Eastern Italian Alps) using distinct element method”. Natural Hazard and Earth Systems Sciences 7: 695-701. DOI: 10.5194/nhess-7-695-2007.
  • 20. Melo Cristiano, Suni B. Sharma. 2004. “Seismic coefficients for pseudostatic slope analysis”. 13th World Conference Earthquake Engineering. Paper No. 269. Vancouver, Canada. August 1-6, 2004. ID: 17467633.
  • 21. Nash David. 1987. A comparative review of limit equilibrium methods of stability analysis. In: Slope stability, geotechnical engineering and geomorphology edited by M.G. Anderson, K.S. Richards. P. 11-76. New York: John Wiley & Sons. ISBN-10: 047191021X. ISBN-13: 978-0471910213.
  • 22. Newmark Nathan M. 1965. „Effects of earthquakes on dams and embankments”. Geotechnique 15: 139-160. DOI: 10.1680/geot.1965.15.2.139.
  • 23. Geocentrum P.G. 2021. Geotechniczne warunki posadowienia. Opinia geotechniczna dokumentacja badań podłoża gruntowego. [In Polish: Geotechnical foundation conditions. Geotechnical opinion documentation of subsoil tests]. Internal report. Gdańsk.
  • 24. Przewłócki Jarosław. 2021. „Brief literature review and classification system of reliability methods for evaluating the stability of earth slopes”. Sustainability 13: 9090. DOI: 10.3390/su13169090.
  • 25. Pushpa K. Prasad, Prabhuswamy Nanjundaswamy. 2017. „Simplified pseudostatic analysis of earthquake induced landslides”. Indian Journal of Advances in Chemical Sciences 5: 54-58. DOI: 10.22607/IJACS.2017.501008.
  • 26. Saygili Gokhan, Ellen Rathje. 2008. „Empirical predictive models for earthquakeinduced sliding displacements of slopes”. Journal of Geotechnical and Geoenvironmental Engineering ASCE 134: 790-803. DOI: 10.1061/(ASCE)1090-0241(2008)134:6(790).
  • 27. Seed Bolton H. 1979. „Considerations in the earthquake resistant design of earth and rockfill dams”. Geotechnique 29: 215-263. DOI: 10.1680/geot.1979.29.3.215.
  • 28. Slejko Dario, Alessandro Rebez. 2002. „Probabilistic seismic hazard assessment and deterministic ground shaking scenarios for Vittorio Veneto (N.E. Italy)”. Bolletino di Geofisica Teorica ed Applicata 43: 263-280. ID: 132355227.
  • 29. Slejko Dario, Laura Peruzza, Alessandro Rebez. 1998. „Seismic hazard maps of Italy”. Annali di Geofisica 41: 183-214. DOI: 10.4401/AG-4327; ID: 127519730.
  • 30. Tołkanowicz Elżbieta, Krzysztof Żukowski, Jerzy Król, Sylwia Maruńczuk, Paweł Kwiecko, Anna Pasieczna, Izabela Bojakowska, Hanna Tomassi-Morawiec. 2009. Objaśnienia do mapy Geośrodowiskowej Polski 1:50000. Arkusz Kartuzy (25). [In Polish: Explanations for Geoenvironmental map of Poland 1:50000. Sheet Kartuzy (25)]. Warsaw: Państwowy Instytut Geologiczny.
  • 31. Towhata Ikuo. 2008. Pseudostatic Limit Equilibrium Analysis, Geotechnical Earthquake Engineering. Berlin-Heidelberg: Springer. DOI: 10.1007/ 978-3-540-35783-4.
  • 32. Wilson Raymond, David Keefer. 1983. „Dynamic analysis of a slope failure from the 6 August 1979 Coyote Lake, California earthquake”. Bulletin of the Seismological Society of America 73: 863-877. DOI: 10.1785/BSSA0730030863.
  • 33. Xin-guang Yang, Zhai En-di, Yuan Wang, Hu Zhoung-bo, 2018. „A comparative study of pseudo-static slope stability analysis using different design codes”. Water Science and Engineering 11: 310-317. DOI: 10.1016/J.WSE.
  • 34. Zabuski Lesław, Jarosław Przewłócki. 2019. “Stability Analysis of a Road Scarp in the Carpathian Mountains and Methods of its Protection”. In: IOP Conference Series: Materials Science and Engineering 471: 042004. DOI: 10.1088/1757-899X/471/4/042004.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-f59a730f-556e-46ad-840c-6c721f89a6e9
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