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Modelling of Post-flotation Tailings Liquefaction Induced by Paraseismic Events

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Języki publikacji
EN
Abstrakty
EN
This paper presents and discusses the results of numerical modelling of pore water pressure build-up in post-flotation saturated tailings deposited at the Tailings Storage Facility “Żelazny Most”, caused by seismic-induced dynamic loading. Numerical simulations were based on the compaction/liquefaction model proposed by A. Sawicki. The model parameters were determined in the laboratory for tailings sampled at the TSF “Żelazny Most”. The sensitivity of the numerical model was verified in a series of numerical tests for various horizontal acceleration amplitudes. In the main calculations, an accelerogram recorded during a real paraseimic event was assumed. The results obtained show that, with the current seismic activity near the TSF “Żelazny Most”, some pore water pressure is generated within the saturated tailings layer, but it does not trigger the liquefaction phenomenon.
Rocznik
Strony
215--233
Opis fizyczny
Bibliogr. 17 poz., rys., tab.
Twórcy
  • Institute of Hydro-Engineering, Polish Academy of Sciences, Kościerska 7, 80-328 Gdańsk, Poland
Bibliografia
  • Arias A. (1970) A measure of earthquake intensity, [in:] R. J. Hansen (ed), Seismic Design for Nuclear Power Plants, The M.I.T. Press, 438–483 .
  • Boulanger R.W. and Idriss I. M. (2006) Liquefaction susceptibility criteria for silts and clays, J. Geotech. and Geoenvir. Engrg., ASCE, 132 (11), 1413–1426.
  • Dyvic R. and Madhus C. (1985) Measurements of Gmax using bender elements, Civil Engrs Convention, Detroit, New York, American Society of Civil Engineers, 1985, 186–196.
  • PIANC (2001) Seismic Design Guidelines for Port Structures, Lisse/Abingdon/Exton (Pa)/Tokyo, Balkema.
  • Przewłócki J., Knabe W. (1995) Settlement of a soil stratum subjected to an earthquake, Int. Jnl. for Numerical and Analytical Methods in Geomechanics, 19, 813–821.
  • Sawicki A. (1987) An engineering model for compaction of sand under cyclic loading, Engieneering Transactions, 35 (4), 677–693 (in Polish).
  • Sawicki, A. (2004) Modelling earthquake-induced phenomena in the Izmit Bay coastal area, [in:] Th. Triantafyllidis (ed.) Cyclic Behaviour of Soils and Liquefaction Phenomena, Balkema, Leiden/London/New York/Philadelphia/Singapore, 431–440.
  • Sawicki A. and Świdziński W. (1989) Mechanics of a sandy subsoil subjected to cyclic loadings, Int. J. Numerical Analytical Methods in Geomechanics, 13, 511–529.
  • Sawicki A. and Świdziński W. (2007) A simple mathematical model for assessment of seismic-induced liquefaction of soils, J. Waterway, Port, Coastal and Ocean Engineering ASCE, LIMAS Special Issue, 133 (1), 50–54.
  • Seed H. D. and Idriss I.M (1970) Soil moduli and damping factors for dynamic response analysis, Rep. No. EERC 70-10, Earthquake Engrg. Res. Ctr., Univ. Of California, Berkley, Calif.
  • Świdziński W. (2006) Mechanisms of compaction and liquefaction of non-cohesive soils, IBW PAN Publishing House, pp. 245 (in Polish).
  • ŚwidzińskiW., (2011) Instability of post-flotation tailings reservoirs caused by static liquefaction, IBW PAN Internal Report (in Polish).
  • Świdziński W. and Korzec A. (2013) Implementation of simplified Newmark’s approach and FEM dynamic analysis for Eurocode 8 based design of OUOW Zelazny Most storage facility, Report for 2013, Internal report for O/ZH KGHM POLSKA MIEDZ S.A. (in Polish).
  • Świdziński W. and Mierczyński J. (2010) Investigations of elastic response of non-cohesive soils by the measurement of seismic wave velocity, Wydawnictwo Techniczne Politechniki Krakowskiej, 1-S, 2010, ZESZYT 16, ROK 107, 63–82 (in Polish).
  • Świdziński W. and Mierczyński J. (2012) Laboratory Investigations Report, Internal Report for O/ZH KGHM POLSKA MIEDŹ S.A. (in Polish).
  • Verruijt A. (1969) Elastic storage in aquifers, [in:] R. J. M. De Wiest (ed.) Flow through Porous Media, New York: Academic Press, 331–376.
  • Yamamuro J. A. and Covert K. M. (2001) Monotonic and cyclic liquefaction of very loose sands with high silt content, J. Geotech. and Geoenvir. Engrg., ASCE, 127 (4), 314–324.
Uwagi
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017).
Typ dokumentu
Bibliografia
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bwmeta1.element.baztech-0fca6c8b-94b1-48ac-b613-f069ae6fbed6
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