References
- Bian H., Shahrour I. (2009) A numerical model for unsaturated soils under seismic loading – application to liquefaction, Journal Soil Dynamics and Earthquake Engineering, 29(2), 237–244.
- Fredlund, D. G. (1976): Density and compressibility characteristics of air-water mixtures, Canadian Geotechnical Journal, 13(4), 386–396.
- Fredlund D. G., Rahardjo H. (1993) Soil mechanics for unsaturated soils, Wiley, New York.
- Geoteko (2012) The report on laboratory tests of undisturbed tailings samples taken from TSF Żelazny Most, commissioned by O/ZH KGHM POLSKA MIEDŹ S.A. (in Polish).
- Ishihara K., Tsukamoto Y., Kamada K. (2004) Undrained behaviour of near-saturated sand in cyclic and monotonic loading, In: Triantafyllidis Th. (ed.), Cyclic Behaviour of Soils and Liquefaction Phenomena, Taylor & Francis Group, London, 27–39.
- Jamiolkowski M. (2014) Soil mechanics and the observational method: challenges at the Zelazny Most copper tailings disposal facility, Géotechnique, 64(8), 590–618, doi: 10.1680/geot.14.RL.002.
- Kamata T., Tsukamato Y., Ishihara K. (2009) Undrained shear strength of partially saturated sand in triaxial tests, Bulletin of the New Zealand Society for Earthquake Engineering, 42(1), 57–62.
- Mierczyński J. (2001) Mechanics of the process of extrication of object from the water saturated subsoil, PhD thesis, Institute of Hydro-Engineering, IBW-PAN (in Polish).
- Nakazawa H., Ishihara K., Tsukamoto Y., Kamata T. (2004) Case studies on evaluation of liquefaction resistance of imperfectly saturated soil deposits, In: Triantafyllidis Th. (ed.), Cyclic Behaviour of Soils and Liquefaction Phenomena, Taylor & Francis Group, London, 295–304.
- Okumura M., Ishihara M., Tamura K. (2006) Degree of saturation and liquefaction resistance of sand improved with sand compaction piles, Journal Geotech., Geoenviron., Engrg., ASCE, 132(2), 258–264.
- Sawicki A. (2008) 3D and 2D formulation of incremental stress-strain relations for granular soils, Arch. of Hydro-Engineering and Environ. Mech., 55(1–2), 45–53.
- Sawicki A., Świdziński W. (2007) Drained against undrained behaviour of granular soils, Arch. of Hydro-Engineering and Environ. Mech., 54(3), 207–222.
- Sawicki A., Świdziński W. (2010) Stress-strain relations for dry and saturated sands, Part I: Incremental model, Jnl Theoretical and Applied Mechanics, 48(2), 309–328.
- Skempton A. W. (1954) The pore pressure coefficients A and B, Géotechnique, 4, 143–147.
- Świdziński W., Mierczyński J. (2003) Determination of steady state line for sands, Inżynieria Morska i Geotechnika, 24(3/4), 194–199 (in Polish).
- Świdziński W., Mierczyński J. (2005) Instability line as a basic characteristic of non-cohesive soils, Arch. of Hydro-Engineering and Environ. Mech., 52(1), 59–85.
- Świdziński W., Mierczyński J. and Mikos A. (2017) Response of partially saturated non-cohesive soils, Arch. of Hydro-Engineering and Environ. Mech., 64(3–4), 187–207, doi: 10.1515/heem-2017-0012.10.1515/heem-2017-0012
- Verruijt A. (1969) Elastic storage of aquifers, In: De Wiest R. J. M. (ed.), Flow Through Porous Media, Academic Press, New York, 331–376.
- Yang J. (2002) Liquefaction resistance of sand in relation to P-wave velocity, Géotechnique, 52(4), 295–298.
- Yang J., Savidis S., Roemer M. (2004) Evaluating liquefaction strength of partially saturated sand, Jnl of Geotechnical and Geoenvironmental Eng. ASCE, 130(9), 975–979, doi: 10.1061/(ASCE)1090-241.10.1061/(ASCE)1090-241