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The Accelerogram-Based Probabilistic Analysis of Slope Stability

  • K. KangEmail author
  • O. V. Zerkal
  • I. K. Fomenko
  • O. V. Pavlenko
SOIL MECHANICS
  • 3 Downloads

This study sought to assess the probabilistic stability of slope analysis under seismic conditions in the middle of the Mzymta River Valley in Russia's Greater Sochi. In probabilistic analysis, almost all input parameters can be assigned a probability distribution; however, the seismic coefficient probability distribution has been difficult to define in previous studies. This study aims to assign a probability distribution to the seismic coefficient based on seismogram acceleration distribution. The study showed that seismogram-based probabilistic analysis is a feasible way to assess slope stability.

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References

  1. 1.
    H. El-Ramly, N. R. Morgenstern, and D. M. Cruden, "Probabilistic slope stability analysis for practice," Can. Geotech. J, 39, No.3, 665-683 (2002).CrossRefGoogle Scholar
  2. 2.
    J. Krahn, Stability Modeling with SLOPE/W. An Engineering Methodology, 3rd ed., Geo-Slope Int. Ltd. (2007).Google Scholar
  3. 3.
    O. V. Zerkal and I. K. Fomenko, "Influence of various factors on the results of probabilistic analysis of landslide activation," Eng. Geol., No. 1, 16-21 (2016).Google Scholar
  4. 4.
    D. V. Griffiths and G. A. Fenton, "Probabilistic slope stability analysis by finite elements," Geotech. Geoenviron. Eng., 130, No.5, 507-518 (2004).CrossRefGoogle Scholar
  5. 5.
    S. E. Cho, "Probabilistic assessment of slope stability that considers the spatial variability of soil properties," Geotech. Geoenviron. Eng., 136, No.7, 975-984 (2010).CrossRefGoogle Scholar
  6. 6.
    Y. Wang, Z. Cao, and S. K. Au, "Efficient Monte Carlo simulation of parameter sensitivity in probabilistic slope stability analysis," Comput. Geotech., 37, No.7-8, 1015-1022 (2010).CrossRefGoogle Scholar
  7. 7.
    L. Li, Y. Wang, and Z. Cao, "Probabilistic slope stability analysis by risk aggregation," Eng. Geol., 176, 57-65 (2014).CrossRefGoogle Scholar
  8. 8.
    S. Javankhoshdel and R. J. Bathurst, "Simplified probabilistic slope stability design charts for cohesive and c-φ soils," Can. Geotech. J., 51, No.9, 1033-1045 (2014).CrossRefGoogle Scholar
  9. 9.
    O. V. Zerkal and I. K. Fomenko, "Probabilistic assessment of slope stability and its use for landslide hazard analysis," Proc. IX Int. Conf. "Georisk-2015" (Moscow, 2015).Google Scholar
  10. 10.
    K. Kang and O. V. Zerkal, "Application of the probabilistic slope stability analysis," Eng. Geol., No. 4. 18-26 (2017).Google Scholar
  11. 11.
    V. V. Pendin and I. K. Fomenko, The Methodology of Evaluation and Prediction of Landslide Hazard, Lenand, Moscow (2015).Google Scholar
  12. 12.
    N. R. Morgenstern and V. E. Price, "The analysis of the stability of general slip surfaces," Geotechnique, 15, No.1, 79-93 (1965).CrossRefGoogle Scholar
  13. 13.
    Building Code 11-105-97, Engineering geological site investigations for construction. Part II. Rules of manufacture of works in the area of development of hazardous geological and engineering-geological processes.Google Scholar
  14. 14.
    Building Code 14.13330.2014, Construction in seismic areas.Google Scholar
  15. 15.
    Comite Europeen de Normalisation (CEN) (2004) Eurocode 8, design of structures for earthquake resistance. Part 5: Foundations, retaining structures and geotechnical aspects. European Standard NF EN 1998, Brussels, Belgium.Google Scholar
  16. 16.
    I. K. Fomenko, V. S. Zakharov, K. G. Samarkin-Djarsky, and O. N. Sirotkina, "Consideration of seismic impact in the calculation of slope stability (on the example of Krasnopolyansk geodynamic polygon," GeoRisk, No.4, 50-55 (2009).Google Scholar
  17. 17.
    O. V. Pavlenko, "The study of the radiation characteristics and propagation of seismic waves in the North Caucasus by modeling the accelerograms of the recorded earthquakes," Fiz. Tverd. Tela, 45, No.10, 874-884 (2009).Google Scholar
  18. 18.
    K. Kang, O. V. Zerkal, I. K. Fomenko, and A. A. Ponomarev, "Modern approaches to the quantitative assessment of slope stability under seismic conditions," Eng. Geol., No.8(1-2), 72-85 (2018).Google Scholar
  19. 19.
    N. M. Newmark, "Effects of earthquakes on dams and embankments," Geotechnique, 15, No.2, 139-160 (1965).CrossRefGoogle Scholar

Copyright information

© Springer Science+Business Media, LLC, part of Springer Nature 2019

Authors and Affiliations

  • K. Kang
    • 1
    Email author
  • O. V. Zerkal
    • 1
  • I. K. Fomenko
    • 2
  • O. V. Pavlenko
    • 3
  1. 1.Geological FacultyLomonosov Moscow State UniversityMoscowRussia
  2. 2.Faculty of HydrogeologyRussian State Geological Prospecting University named after Sergo OrdzhonikidzeMoscowRussia
  3. 3.Schmidt Institute of Physics of the EarthRussian Academy of SciencesMoscowRussia

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