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Compaction and liquefaction of a sandy layer: simulation of shaking table experiments

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Języki publikacji
EN
Abstrakty
EN
This paper presents numerical simulations of the behavior of a sandy layer subjected to a cyclic horizontal acceleration in shaking table tests, with a particular attention focused on the settlements of a dry sand layer, and on the liquefaction of saturated sand. A compaction/liquefaction model (C/L) is applied to these simulations. The influence of specific parameters of the model on the compaction and liquefaction of a sandy layer is shown and discussed. The results of simulations are compared with selected experimental data.
Twórcy
autor
  • Institute of Hydro-Engineering, IBW PAN, Gdańsk
  • Institute of Hydro-Engineering, IBW PAN, Gdańsk
Bibliografia
  • 1. FUKUTAKE K., OHTSUKI A., SATO M. & SHAMOTO Y. (1990): Analysis of saturated dense sand-structure system and comparison with results from shaking table test, Earthquake Engineering & Structural Dynamics, 19, 7, 977-992.
  • 2. MATSUO O., TSUTSUMI T., YOKOYAMA K. & SAITO Y. (1998): Shaking table tests and analyses of geosynthetic-reinforced soil retaining walls, Geosynthetics International, 5, 1-2, 97-126.
  • 3. MORETTI M., ALFARO P., CASELLES O. & CANAS J. A. (1999): Modelling seismites with a digital shaking table, Tectonophysics, 304, 4, 369-383.
  • 4. PRASAD S. K., TOWHATA I., CHANDRADHARA G. P. & NANJUNDASWAMY (2004): Shaking table tests in earthquake geotechnical engineering, Current Science, 87, 10, 1398-1404.
  • 5. SEED H. B., MARTIN G. R. & PYKE R. M. (1978): Effect of multidirectional shaking of pore pressure development in sands, Journal of the Geotechnical Engineering Division, ASCE, 104, 1, 27-44.
  • 6. TOWHATA I., VARGAS-MONGE W., ORENSE R. P. & YAO M. (1999): Shaking table tests on subgrade reaction of pipe embedded in sandy liquefied subsoil, Soil Dynamics & Earthquake Engineering, 18, 5, 347-361.
  • 7. UENG T.-S., WANG M.-H., CHEN M.-H., CHEN C.-H. & PENG L.-H. (2006): A large biaxial shear box for shaking table test on saturated sand, Geotechnical Testing Journal, ASTM, 29, 1, 1-8; Paper ID GTJ12649.
  • 8. SAWICKI. A. (2012): An Outline of Mechanics of Granular Soils (in Polish), IBW PAN Editorial House, 214 pages.
  • 9. SAWICKI A., KULCZYKOWSKI M. & JANKOWSKI R. (2012a): Estimation of stresses in a dry sand layer tested on shaking table, Archives of Hydro-Engineering & Environmental Mechanics, 59, 101-112.
  • 10. SAWICKI A. AND ŚWIDZIŃSKI W. (2007): Simple mathematical model for assessment of seismic-induced liquefaction of soils, Journal of Waterway, Port, Coastal and Ocean Engineering, ASCE, 133, 1, 50-54.
  • 11. SAWICKI A., MIERCZYŃSKI J. & ŚWIDZIŃSKI W. (2012b): A basic set of experiments for the determination of mechanical properties of sands, accepted for publication in Bull. Pol. Ac. Sci. Tech. Sci.
  • 12. SAWICKI A., ŚWIDZIŃSKI W. & KULCZYKOWSKI M. (2012c): Shaking table dynamics of a dry sand layer, Proc. 2nd Int. Conf. on Performance Based Design in Earthquake Geotechnical Engineering, Int. Soc. Soil Mech. Geotech. Eng., Taormina (Italy), 661-668.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-4c46ecdd-c32d-40ea-b221-314ea40d5cf8
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