Have a personal or library account? Click to login
The Effect of the Vertical Acceleration on Stability Assessment of Seismically Loaded Earth Dams Cover

The Effect of the Vertical Acceleration on Stability Assessment of Seismically Loaded Earth Dams

Open Access
|Apr 2017

References

  1. Amorosi A., Boldini D., Elia G. (2010) Parametric study on seismic ground response by finite element modeling, Comp Geotech, 34, 515–528.10.1016/j.compgeo.2010.02.005
  2. Ambraseys N. N., Sarma S. K. (1967) The response of earth dams to strong earthquakes, Geotechnique, 17 (3), 181–213.10.1680/geot.1967.17.3.181
  3. Biondi G., Cascone E., Maugeri M. (2002) Flow and deformation failure of sandy slopes, Soil Dyn Earthq Eng, 22, 1103–1114.10.1016/S0267-7261(02)00136-7
  4. Bray J. D., Travasarou T. (2007) Simplified procedure for estimating earthquake-induced deviatoric slope displacement, J Geotech Geoenviron Eng ASCE, 133 (4), 381–392.10.1061/(ASCE)1090-0241(2007)133:4(381)
  5. Clough R. W., Chopra A. K. (1966) Earthquake stress analysis in earth dams, J Eng Mech Division, ASCE, 92 (EM2), 197–211.10.1061/JMCEA3.0000735
  6. Day R. T. (2002) Geotechnical earthquake engineering handbook, McGraw-Hill.
  7. Dobry R. (2014) Simplified methods in Soil Dynamics, Soil Dyn Earthq Eng, 61–62, 246–268.10.1016/j.soildyn.2014.02.008
  8. Dulińska J. (2012) Ziemne budowle hydrotechniczne na terenach sejsmicznych i parasejsmicznych w Polsce. Wybrane aspekty modelowania i obliczeń, (Water earth structures in seismic and paraseismic areas in Poland. Selected aspects of modeling and calculations), Wydawnictwo Politechniki Krakowskiej, Kraków (in Polish).
  9. Duncan J. (1996) State of the art: limit equilibrium and finite-element analysis of slopes, J Geotech Engrg, ASCE, 122 (7), 577–596.10.1061/(ASCE)0733-9410(1996)122:7(577)
  10. Eurocode 8. EN 1998:2004. Design of structures for earthquake resistance (Part 1, Part 5).
  11. Feng Z., Tsai P. H., Li J. N. (2010) Numerical earthquake response analysis of the Liyutan earth dam in Taiwan, Nat Hazards Earth Syst Sc, 10, 1269–1280.10.5194/nhess-10-1269-2010
  12. Gazetas G., Garini E., Anastasopoulos I., Georgarakos T. (2009) Effects of near-fault ground shaking on sliding systems, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 135 (12), 1906–1920.10.1061/(ASCE)GT.1943-5606.0000174
  13. GEO-SLOPE International Ltd. 2010 Dynamic Modeling with QUAKE/W 2007. An Engineering Methodology.
  14. Hynes-Griffin M. E., Franklin A. G. (1984) Rationalizing the seismic coefficient method, Miscellaneous Paper, GL-84-13. US Army Engineers Waterways Experiment Station. Geotechnical Laboratory. Vicksburg, Mississippi.
  15. Ishibashi I., Zhang X. (1993) Unified dynamic shear moduli and damping ratios of sand and clay, Soils Found, JGS, 33 (1), 182–191.10.3208/sandf1972.33.182
  16. Ishihara K. (2003) Soil Behaviour in Earthquake Geotechnics, Clarendon Press, Oxford.
  17. Jibson R. W. (1993) Predicting earthquake-induced landslide displacement using Newmark’s sliding block analysis, Transp Res, 1411, 9–17.
  18. Jibson R.W. (2011) Methods for assessing the stability of slopes during earthquakes – A retrospective, Eng Geology, 122, 43–50.10.1016/j.enggeo.2010.09.017
  19. Kramer S. L. (1996) Geotechnical Earthquake Engineering, Prentice-Hall Inc.
  20. Makdisi F. I., Seed H. B. (1978) A simplified procedure for estimating earthquake-induced deformations in dams and embankments, J Geotech Eng Division, ASCE, 104 (7), 849–867.10.1061/AJGEB6.0000668
  21. Newmark N. M. (1965) Effects of earthquakes on dams and embankments, Geotechnique, 15 (2), 139–160.10.1680/geot.1965.15.2.139
  22. Qi Sh., Liu Ch. (2015) Permanent displacement of rock slope considering degradation of slide surface during earthquake, [in:] 10th Asian Regional Conference of the International Association for Engineering Geology and the Environment, Kyoto, Japan.
  23. Romero R. (2000) Seismically induced landslide displacements: a predictive model, Eng Geology, 58, 337–351.10.1016/S0013-7952(00)00042-9
  24. Sawicki A., Chybicki W. (2005) Horizontal motion of a rigid block resting on accelerating subsoil, Archives of Hydro-Engineering and Environmental Mechanics, 52 (2), 147–160.
  25. Sawicki A., Chybicki W., Kulczykowski M. (2007) Influence of vertical ground motion on seismic-induced displacements of gravity structures, Comput Geotech, 34, 485–497.10.1016/j.compgeo.2006.12.002
  26. Sica S., Santucci de Magistris F., Vinale F. (2002) Seismic behaviour of geotechnical structures, Ann Geophys, 45 (6), 799–815.10.4401/ag-3539
  27. Srbulov M. (2008) Geotechnical Earthquake Engineering. Simplified Analyses with Case Studies and Examples, Springer.
  28. Świdziński W., Korzec A. (2015a) Numerical modelling of the seismically induced deformation of tailings dam, [in:] Proceedings of the XVI ECSMGE – Geotechnical Engineering for Infrastructure and Development, ed. Winter M., Smith D. M., Eldred P. J. L. & Toll D. G., ICE Publishing, 2189–2194.
  29. Świdziński W., Korzec A. (2015b) Ocena dynamicznej odpowiedzi zapór ziemnych w świetle aktualnych unormowań (Current regulations of seismic stability assessment of earth dams), Inżynieria Morska i Geotechnika, 3, 489–493 (in Polish).
  30. Terzaghi K. (1950) Mechanisms of Landslides, Eng Geol, (Berkeley) Volume, GSA.
  31. The European Strong-Motion Database http://www.isesd.hi.is (downloaded in 2015).
  32. Wieland M. (2008) Large dams the first structures designed systematically against earthquakes, The 14th World Conference on Earthquake Engineering, China.
DOI: https://doi.org/10.1515/heem-2016-0007 | Journal eISSN: 2300-8687 | Journal ISSN: 1231-3726
Language: English
Page range: 101 - 120
Submitted on: Oct 6, 2016
|
Published on: Apr 4, 2017
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2017 Aleksandra Korzec, published by Polish Academy of Sciences, Institute of Hydro-Engineering
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.