Modelling of Post-flotation Tailings Liquefaction Induced by Paraseismic Events

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.Search in Google Scholar

Boulanger R.W. and Idriss I. M. (2006) Liquefaction susceptibility criteria for silts and clays, J. Geotech. and Geoenvir. Engrg., ASCE, 132 (11), 1413–1426.10.1061/(ASCE)1090-0241(2006)132:11(1413)Search in Google Scholar

Dyvic R. and Madhus C. (1985) ‘Measurements of G_max using bender elements, Civil Engrs Convention, Detroit, New York, American Society of Civil Engineers, 1985, 186–196.Search in Google Scholar

PIANC (2001) Seismic Design Guidelines for Port Structures, Lisse/Abingdon/Exton (Pa)/Tokyo, Balkema.Search in Google Scholar

Przewłócki J., Knabe W. (1995) Settlement of a soil stratum subjected to an earthquake, Int. Jnl. for Numerical and Analytical Methods in Geomechanics, 19, 813–821.10.1002/nag.1610191105Search in Google Scholar

Sawicki A. (1987) An engineering model for compaction of sand under cyclic loading, Engieneering Transactions, 35 (4), 677–693 (in Polish).Search in Google Scholar

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, 431–440.10.1201/9781439833452.ch52Search in Google Scholar

Sawicki A. and Świdziński W. (1989) Mechanics of a sandy subsoil subjected to cyclic loadings, Int. J. Numerical Analytical Methods in Geomechanics, 13, 511–529.10.1002/nag.1610130505Search in Google Scholar

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), 50–54.10.1061/(ASCE)0733-950X(2007)133:1(50)Search in Google Scholar

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.Search in Google Scholar

Świdziński W. (2006) Mechanisms of compaction and liquefaction of non-cohesive soils, IBW PAN Publishing House, pp. 245 (in Polish).Search in Google Scholar

Świdziński W., (2011) Instability of post-flotation tailings reservoirs caused by static liquefaction, IBW PAN Internal Report (in Polish).Search in Google Scholar

Świdziński W. and Korzec A. (2013) Implementation of simplified Newmark’s approach and FEM dynamic analysis for Eurocode 8 based design of OUOW Żelazny Most storage facility, Report for 2013, Internal report for O/ZH KGHM POLSKA MIEDŹ S.A. (in Polish).Search in Google Scholar

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-Ś, 2010, ZESZYT 16, ROK 107, 63–82 (in Polish).Search in Google Scholar

Świdziński W. and Mierczyński J. (2012) Laboratory Investigations Report, Internal Report for O/ZH KGHM POLSKA MIEDŹ S.A. (in Polish).Search in Google Scholar

Verruijt A. (1969) Elastic storage in aquifers, [in:] R. J. M. DeWiest (ed.) Flow through Porous Media, New York: Academic Press, 331–376.Search in Google Scholar

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), 314–324.10.1061/(ASCE)1090-0241(2001)127:4(314)Search in Google Scholar