Cite

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), 237–244.10.1016/j.soildyn.2008.01.004Search in Google Scholar

Fredlund, D. G. (1976): Density and compressibility characteristics of air-water mixtures, Canadian Geotechnical Journal, 13(4), 386–396.10.1139/t76-040Search in Google Scholar

Fredlund D. G., Rahardjo H. (1993) Soil mechanics for unsaturated soils, Wiley, New York.10.1002/9780470172759Search in Google Scholar

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).Search in Google Scholar

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, 27–39.10.1201/9781439833452.ch4Search in Google Scholar

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.002.10.1680/geot.14.RL.002Search in Google Scholar

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), 57–62.10.5459/bnzsee.42.1.57-62Search in Google Scholar

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).Search in Google Scholar

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, 295–304.10.1201/9781439833452.ch37Search in Google Scholar

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), 258–264.10.1061/(ASCE)1090-0241(2006)132:2(258)Search in Google Scholar

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.Search in Google Scholar

Sawicki A., Świdziński W. (2007) Drained against undrained behaviour of granular soils, Arch. of Hydro-Engineering and Environ. Mech., 54(3), 207–222.Search in Google Scholar

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.Search in Google Scholar

Skempton A. W. (1954) The pore pressure coefficients A and B, Géotechnique, 4, 143–147.10.1680/geot.1954.4.4.143Search in Google Scholar

Świdziński W., Mierczyński J. (2003) Determination of steady state line for sands, Inżynieria Morska i Geotechnika, 24(3/4), 194–199 (in Polish).Search in Google Scholar

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.Search in Google Scholar

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-2017-0012Open DOISearch in Google Scholar

Verruijt A. (1969) Elastic storage of aquifers, In: De Wiest R. J. M. (ed.), Flow Through Porous Media, Academic Press, New York, 331–376.Search in Google Scholar

Yang J. (2002) Liquefaction resistance of sand in relation to P-wave velocity, Géotechnique, 52(4), 295–298.10.1680/geot.2002.52.4.295Search in Google Scholar

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)1090-241Open DOISearch in Google Scholar

eISSN:
2300-8687
Language:
English
Publication timeframe:
2 times per year
Journal Subjects:
Engineering, Introductions and Overviews, other