[Alshibli A. K., Godbold D. L. and Hoffman K. (2004) The Lousiana plane state apparatus for soil testing, Geotechnical Testing Jnl, 27 (4), 1-10.10.1520/GTJ19103]Search in Google Scholar
[Chen W. F. (1975) Limit Analysis and Soil Plasticity, Elsevier, Amsterdam.]Search in Google Scholar
[Chu J. andWanatowski D. (2009) Effect of loading mode on strain softening and instability behavior of sand in plane-strain tests, Jnl Geotechnical & Geoenvironmental Eng., ASCE, 135 (1), 108-120.]Search in Google Scholar
[Darve F., Servant G., Laouafa F. and Khoa H. D. V. (2004) Failure in geomaterials: continuous and discrete analyses, Computer Methods in Applied Mechanics & Engineering, 193, 3057-3085.10.1016/j.cma.2003.11.011]Search in Google Scholar
[Derski W., Izbicki R., Kisiel I. and Mróz Z. (1988) Rock and Soil Mechanics, PWN/Elsevier, Warszawa/Amsterdam/Oxford/New York/Tokyo.]Search in Google Scholar
[Drescher A., Vardoulakis I. and Han C. (1990) A biaxial apparatus for testing soils, Geotechnical TestingJnl, 13 (3), 226-234.10.1520/GTJ10161J]Search in Google Scholar
[Finno R., HarrisW.W., Mooney M. A. and Viggiani G. (1997) Shear bands in plane strain compression of loose sand, Geotechnique, 47 (1), 149-165.10.1680/geot.1997.47.1.149]Search in Google Scholar
[Gudehus G. (2011) Physical Soil Mechanics, Springer, Heidelberg/Dordrecht/London/New York.10.1007/978-3-540-36354-5]Search in Google Scholar
[Han C. and Vardoulakis I. (1991) Plane-strain compression experiments on water-saturated fine-grained sand, Geotechnique, 41 (1), 49-78.10.1680/geot.1991.41.1.49]Search in Google Scholar
[Hettler A. and Vardoulakis I. (1984) Behaviour of dry sand tested in a large triaxial apparatus, Geotechnique, 34 (2), 183-198.10.1680/geot.1984.34.2.183]Search in Google Scholar
[Jefferies M. and Been K. (2006) Soil Liquefaction, Taylor & Francis, London/New York.10.4324/9780203301968]Search in Google Scholar
[Kolymbas D. (Ed.) (2000) Constitutive Modelling of Granular Materials, Springer, Berlin.10.1007/978-3-642-57018-6]Search in Google Scholar
[Lade P. V. and Yamamuro J. A. (Eds) (1999) Physics and Mechanics of Soil Liquefaction, Balkema, Rotterdam/Brookfield.]Search in Google Scholar
[Lee K. L. (1970) Comparison of plane strain and triaxial tests on sand, Jnl Soil Mech. Found. Div.,ASCE, 96 (3), 901-923.]Search in Google Scholar
[Lewis R. W. and Schrefler B. A. (1998) The Finite Element Method in the Static and Dynamic Deformationand Consolidation of Porous Media, J. Wiley & Sons, Chichester.]Search in Google Scholar
[Marachi N. D., Duncan J. M., Chan C. K. and Seed H. B. (1981) Plane-strain testing of sands, [in:] Laboratory Shear Strength of Soils, ASTM STP 740, ASTM, Philadelphia, 294-302.10.1520/STP28758S]Search in Google Scholar
[Saada A. and Bianchini G. (Eds) (1989) Constitutive Equations for Granular Non-Cohesive Soils, Balkema, Rotterdam/Brookfield.]Search in Google Scholar
[Sawicki A. (2008) 3D and 2D formulations of incremental stress-strain relations for granular soils, Archives of Hydro-Engineering & Environmental Mechanics, 55 (1-2), 45-53.]Search in Google Scholar
[Sawicki A. and Swidzinski W. (2010a) Stress-strain relations for dry and saturated sands. Part I: Incremental model, Jnl Theoretical & Applied Mechanics, 48 (2).]Search in Google Scholar
[Sawicki A. and Swidzinski W. (2010b) Stress-strain relations for dry and saturated sands. Part II: Predictions, Jnl Theoretical & Applied Mechanics, 48 (2),]Search in Google Scholar
[Sawicki A. and Swidzinski W. (2010c) Modelling the pre-failure instabilities of sand, Computers &Geotechnics, 37, 781-788.10.1016/j.compgeo.2010.06.004]Search in Google Scholar
[Schofield A. N. and Wroth C. P. (1968) Critical State Soil Mechanics, McGraw-Hill, London.]Search in Google Scholar
[Tatsuoka F., Sakamoto M., Kawamura T. and Fukushima S. (1986) Strength and deformation characteristics of sand in plane strain compression at extremely low pressures, Soils & Foundations, 26 (1), 65-84.10.3208/sandf1972.26.65]Search in Google Scholar
[Timoshenko S. and Goodier J. N. (1951) Theory of Elasticity, McGraw-Hill Book Company, New York/Toronto/London.]Search in Google Scholar
[Wanatowski D. and Chu J. (2006) Stress-strain behavior of a granular fill measured by a new plane-strain apparatus, Geotechnical Testing Journal, 29 (2), 1-9.10.1520/GTJ12621]Search in Google Scholar
[Wood D. M. (1990) Soil Behaviour and Critical States Soil Mechanics, Cambridge University Press.10.1017/CBO9781139878272]Search in Google Scholar
[Zienkiewicz O., Chan A., Pastor M., Schrefler B. and Simoni T. (1999) Computational Geomechanicswith Special Reference to Earthquake Engineering, J. Wiley & Sons, Chichester. ]Search in Google Scholar