This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.
Andrianopoulos K. I., Papadimitriou A. G., Bouckovalas G. D. (2010), Bounding surface plasticity model for the seismic lique-faction analysis of geostructures, Soil Dynamics and Earthquake Engineering, 30, 895–911.AndrianopoulosK. I.PapadimitriouA. G.BouckovalasG. D.2010Bounding surface plasticity model for the seismic lique-faction analysis of geostructures3089591110.1016/j.soildyn.2010.04.001Search in Google Scholar
Schanz T., Vermeer P.A., Bonnier P.G. (1999), Formulation and verification of the Hardening-Soil Model, Beyond 2000 in Computational Geotechnics, Brinkgreve, ed. Rotterdam: Balkema, 281–290.SchanzT.VermeerP.A.BonnierP.G.1999Formulation and verification of the Hardening-Soil ModelBrinkgreveed.RotterdamBalkema28129010.1201/9781315138206-27Search in Google Scholar
Bishop A. W., Wesley L. D. (1975), A Hydraulic Triaxial Apparatus for Controlled Stress Path Testing, Geotechnique, 25 (4), 657–670.BishopA. W.WesleyL. D.1975A Hydraulic Triaxial Apparatus for Controlled Stress Path Testing25465767010.1680/geot.1975.25.4.657Search in Google Scholar
Chu J., Leong K., (2001), Pre-failure strain softening and pre-failure instability of sand: a comparative study, Géotechnique, 51, 4, 311–321.ChuJ.LeongK.2001Pre-failure strain softening and pre-failure instability of sand: a comparative study51431132110.1680/geot.2001.51.4.311Search in Google Scholar
Collins I. F., Kelly P. A. (2002), A thermomechanical analysis of a family of soil models, Géotechnique, 52, 7, 507–518.CollinsI. F.KellyP. A.2002A thermomechanical analysis of a family of soil models52750751810.1680/geot.2002.52.7.507Search in Google Scholar
Dafalias Y. F., Manzari M. T., Papadimitriou A. G. (2006), SANICLAY: simple anisotropic clay plasticity model, Int. J. Numer. Anal. Meth. Geomech., 30, 1231–1257, https://doi.org/10.1002/nag.524DafaliasY. F.ManzariM. T.PapadimitriouA. G.2006SANICLAY: simple anisotropic clay plasticity model3012311257https://doi.org/10.1002/nag.52410.1002/nag.524Search in Google Scholar
Dafalias Y. F., Taiebat M. (2016), SANISAND-Z: zero elastic range sand plasticity model, Géotechnique, 66 (12), 1–15, https://doi.org/10.1680/jgeot.15.P.271DafaliasY. F.TaiebatM.2016SANISAND-Z: zero elastic range sand plasticity model6612115https://doi.org/10.1680/jgeot.15.P.27110.1680/jgeot.15.P.271Search in Google Scholar
Daouadji A., AlGali H., Darve F., Zeghloul A. (2010), Instability in Granular Materials: Experimental Evidence of Diffuse Mode of Failure for Loose Sands, ASCE, Journal of Engineering Mechanics, ASCE, 136, 5.DaouadjiA.AlGaliH.DarveF.ZeghloulA.2010Instability in Granular Materials: Experimental Evidence of Diffuse Mode of Failure for Loose Sands, ASCEASCE,136510.1061/(ASCE)EM.1943-7889.0000101Search in Google Scholar
Darve F., Laouafa F., (2000), Instabilities in granular materials and application to landslides, Mechanics of Cohesive-frictional Materials, 5, 8, 627–652.DarveF.LaouafaF.2000Instabilities in granular materials and application to landslides5862765210.1002/1099-1484(200011)5:8<627::AID-CFM109>3.0.CO;2-FSearch in Google Scholar
Derski W., Izbicki R., Kisiel I., Mróz Z. (1988), Rock and Soil Mechanics, PWN/Elsevier, Warszawa/Amsterdam/Oxford/New York/Tokyo.DerskiW.IzbickiR.KisielI.MrózZ.1988PWN/ElsevierWarszawa/Amsterdam/Oxford/New York/TokyoSearch in Google Scholar
Gajo A., Wood M. (1999), Severn–Trent sand: a kinematichardening constitutive model: the q–p formulation, Géotechnique, 49, 5, 595–614.GajoA.WoodM.1999Severn–Trent sand: a kinematichardening constitutive model: the q–p formulation49559561410.1680/geot.1999.49.5.595Search in Google Scholar
Ishihara K. (1993), Liquefaction and flow failure during earthquakes, Géotechnique, 43, 3, 351–451.IshiharaK.1993Liquefaction and flow failure during earthquakes43335145110.1680/geot.1993.43.3.351Search in Google Scholar
Ishihara K. (1996), Soil Behaviour in Earthquake Geotechnics, Oxford Science Publications, Clarendon Press, Oxford.IshiharaK.1996Oxford Science Publications, Clarendon PressOxfordSearch in Google Scholar
Jefferies M. G., (1993), Nor-Sand: a simple critical state model for sand, Geotechnique 43, 1, 91–103.JefferiesM. G.1993Nor-Sand: a simple critical state model for sand4319110310.1680/geot.1993.43.1.91Search in Google Scholar
Jefferies M. G., Been K. (2006), Soil Liquefaction, Taylor & Francis, London/New York.JefferiesM. G.BeenK.2006Taylor & FrancisLondon/New York10.4324/9780203301968Search in Google Scholar
Jefferies M. G., Been K. (2015), Soil liquefaction: a critical state approach, Taylor & Francis, Boca Ration/London/New York.JefferiesM. G.BeenK.2015Taylor & FrancisBoca Ration/London/New York10.1201/b19114Search in Google Scholar
Hardin, B. O., Blandford, G., E., (1989), Elasticity of particulate materials, J. Geotech. Engng ASCE, 115, 788–805.HardinB. O.BlandfordG. E.1989Elasticity of particulate materials11578880510.1061/(ASCE)0733-9410(1989)115:6(788)Search in Google Scholar
Mitchell, J. K. (1991), Conduction phenomena: from theory to geotechnical practice, Geotechnique, 41, 3, 299 – 340.MitchellJ. K.1991Conduction phenomena: from theory to geotechnical practice41329934010.1680/geot.1991.41.3.299Search in Google Scholar
Tasiopoulou P., Gerolymos N., (2015), Constitutive modeling of sand: Formulation of a new plasticity approach, Soil Dynamics and Earthquake Engineering, 82, 205–221.TasiopoulouP.GerolymosN.2015Constitutive modeling of sand: Formulation of a new plasticity approach8220522110.1016/j.soildyn.2015.12.014Search in Google Scholar
Thornton C., Yin K. K. (1991), Impact of elastic spheres with and without adhesion, Powder Technology, 65, 153–166ThorntonC.YinK. K.1991Impact of elastic spheres with and without adhesion6515316610.1016/0032-5910(91)80178-LSearch in Google Scholar
Pastor M., Zienkiewicz O. C., Chan A. H. C. (1990), Generalized plasticity and the modelling of soil behaviour, Int. J. Numer. Anal. Meth. Geomech., 14, 3, 151–190.PastorM.ZienkiewiczO. C.ChanA. H. C.1990Generalized plasticity and the modelling of soil behaviour14315119010.1002/nag.1610140302Search in Google Scholar
Lade P. V. (1992), Static Instability and Liquefaction of Loose Fine Sandy Slopes, Journal of Geotechnical Engineering, 118, 51–71.LadeP. V.1992Static Instability and Liquefaction of Loose Fine Sandy Slopes118517110.1061/(ASCE)0733-9410(1992)118:1(51)Search in Google Scholar
Lade P. V. and Yamamuro J. A., Eds (1999), Physics and Mechanics of Soil Liquefaction, Balkema, Rotterdam/Brookfield.LadeP. V.YamamuroJ. A.Eds1999BalkemaRotterdam/BrookfieldSearch in Google Scholar
Laouafa F., Darve F., (2002), Modelling of slope failure by a material instability mechanism, Computers and Geotechnics, 29, 4, 301–325.LaouafaF.DarveF.2002Modelling of slope failure by a material instability mechanism29430132510.1016/S0266-352X(01)00030-1Search in Google Scholar
Menzies B. K. (1988), A computer controlled hydraulic triaxial testing, Advanced Triaxial Testing of Soil and Rock, ASTM, 977, Philadelphia, 82–94.MenziesB. K.1988A computer controlled hydraulic triaxial testingASTM977,Philadelphia829410.1520/STP29070SSearch in Google Scholar
Mierczyński J. (2014), The mechanics of liquefied soil, IBW PAN, Gdańsk, (in Polish).MierczyńskiJ.2014IBW PANGdańsk(in Polish).Search in Google Scholar
Nicot F., Darve F., Huynh Dat Vu Khoa (2007), Bifurcation and second-order work in geomaterials, International Journal for Numerical and Analytical Methods in Geomechanics, 31, 1007–1032.NicotF.DarveF.KhoaHuynh Dat Vu2007Bifurcation and second-order work in geomaterials311007103210.1002/nag.573Search in Google Scholar
Pietruszczak S. (2010), Fundamentals of Plasticity in Geomechanics, CRC Press, Taylor & Francis Group, Boca Raton/London/New York/Leiden.PietruszczakS.2010CRC Press, Taylor & Francis GroupBoca Raton/London/New York/LeidenSearch in Google Scholar
Sawicki A., Świdziński W., (2013), Compaction and liquefaction of a sandy layer: simulation of shaking table experiments, Archives of Civil Engineering, LIX, 4.SawickiA.ŚwidzińskiW.2013Compaction and liquefaction of a sandy layer: simulation of shaking table experimentsLIX410.2478/ace-2013-0028Search in Google Scholar
Sawicki A. (2007), A study on pre-failure deformations of granular soils, Archives of Hydro-Engineering and Environmental Mechanics, 54, 3, 183–206.SawickiA.2007A study on pre-failure deformations of granular soils543183206Search in Google Scholar
Sawicki A. (2008), 3D and 2D Formulations of Incremental Stress-Strain Relations for Granular Soils, Archives of Hydro-Engineering and Environmental Mechanics, 55, 1–2, 45–53.SawickiA.20083D and 2D Formulations of Incremental Stress-Strain Relations for Granular Soils551–24553Search in Google Scholar
Sawicki A. (2012), The outline of granular soil mechanics, Wydawnictwo IBW PAN, Gdańsk, (in Polish).SawickiA.2012Wydawnictwo IBW PANGdańsk(in Polish).Search in Google Scholar
Sawicki A, Chybicki W. (2009), On accuracy of prediction of pre-failure deformations of granular soils, Computers & Geotechnics, 36, 6, 993–999.SawickiAChybickiW.2009On accuracy of prediction of pre-failure deformations of granular soils36699399910.1016/j.compgeo.2009.03.008Search in Google Scholar
Sawicki A., Mierczyński J., Świdziński W. (2014), Basic set of experiments for determination of mechanical properties of sand, Bulletin of the Polish Academy of Sciences - Technical Sciences, 62, 1, 129–137.SawickiA.MierczyńskiJ.ŚwidzińskiW.2014Basic set of experiments for determination of mechanical properties of sand62112913710.2478/bpasts-2014-0015Search in Google Scholar
Sawicki A., Sławińska J. (2012a), Deformations and liquefaction of granular soils in plane strain conditions, Archives of Hydro-Engineering and Environmental Mechanics, 59, 1–2, 13–35.SawickiA.SławińskaJ.2012aDeformations and liquefaction of granular soils in plane strain conditions591–2133510.2478/v10203-012-0002-4Search in Google Scholar
Sawicki A., Sławińska J. (2012b), A study on modelling the plain strain behaviour of sand and its stability, Archives of Hydro-Engineering and Environmental Mechanics, 59, 3–4, 85–100.SawickiA.SławińskaJ.2012bA study on modelling the plain strain behaviour of sand and its stability593–48510010.2478/heem-2013-0001Search in Google Scholar
Sawicki A., Sławińska J., Mierczyński J. (2014), Structure and calibration of constitutive equations for granular soils, Studia Geotechnica et Mechanica, 36, 4, 33–44.SawickiA.SławińskaJ.MierczyńskiJ.2014Structure and calibration of constitutive equations for granular soils364334410.2478/sgem-2014-0034Search in Google Scholar
Sawicki A., Sławińska J., Mierczyński J., Smyczyński M. (2016), Mechanical properties of sand: triaxial versus plane strain investigations. Archives of Hydro-Engineering and Environmental Mechanics, 63, 2–3, 135–156.SawickiA.SławińskaJ.MierczyńskiJ.SmyczyńskiM.2016Mechanical properties of sand: triaxial versus plane strain investigations632–313515610.1515/heem-2016-0009Search in Google Scholar
Sawicki A., Świdziński W. (2007), Drained Against Undrained Behaviour of Sand, Archives of Hydro-Engineering and Environmental Mechanics, 54, 3, 207–222.SawickiA.ŚwidzińskiW.2007Drained Against Undrained Behaviour of Sand543207222Search in Google Scholar
Sawicki A., Świdziński W. (2010a), Stress-strain relations for dry and saturated sands, Part I, Incremental model, Journal of Theoretical and Applied Mechanics, 48, 2, 309–328.SawickiA.ŚwidzińskiW.2010aStress-strain relations for dry and saturated sands, Part I, Incremental model482309328Search in Google Scholar
Sawicki A., Świdziński W. (2010b), Stress-strain relations for dry and saturated sands, Part II, Predictions, Journal of Theoretical and Applied Mechanics, vol. 48, 2, 329–343.SawickiA.ŚwidzińskiW.2010bStress-strain relations for dry and saturated sands, Part II, Predictions482329343Search in Google Scholar
Sławińska J. (2015), A modeling of pre-failure phenomena of granular soils, PhD thesis, IBW PAN.SławińskaJ.2015PhD thesis,IBW PANSearch in Google Scholar
Sumelka W. (2014), Application of fractional continuum mechanics to rate independent plasticity, Acta Mechanica, 225, 11, 3247–3264.SumelkaW.2014Application of fractional continuum mechanics to rate independent plasticity225113247326410.1007/s00707-014-1106-4Search in Google Scholar
Sumelka, W. (2016), Fractional calculus for continuum mechanics—anisotropic non-locality, Bull. Pol. Acad. Sci. Tech. Sci.64, 2, 361–372SumelkaW.2016Fractional calculus for continuum mechanics—anisotropic non-locality64236137210.1515/bpasts-2016-0041Search in Google Scholar
Sun Y., Xiao Y. (2017), Fractional order plasticity model for granular soils subjected to monotonic triaxial compression, International Journal of Solids and Structures, 118–119, 224–234SunY.XiaoY.2017Fractional order plasticity model for granular soils subjected to monotonic triaxial compression118–11922423410.1016/j.ijsolstr.2017.03.005Search in Google Scholar
Sun Y., Gao Y., Zhu Q. (2018), Fractional order plasticity modelling of state-dependent behaviour of granular soils without using plastic potential, International Journal of Plasticity, 102, 53–69.SunY.GaoY.ZhuQ.2018Fractional order plasticity modelling of state-dependent behaviour of granular soils without using plastic potential102536910.1016/j.ijplas.2017.12.001Search in Google Scholar
Świdziński W. (2006), Compaction and Liquefaction Mechanisms of Non-Cohesive Soils, IBW PAN, Gdańsk (in Polish).ŚwidzińskiW.2006IBW PANGdańsk(in Polish).Search in Google Scholar
Świdziński W., Mierczyński J. (2005), Instability line as a basic characteristic of non-cohesive soils, Archives of Hydro-Engineering and Environmental Mechanics, 52, 1, 59–85.ŚwidzińskiW.MierczyńskiJ.2005Instability line as a basic characteristic of non-cohesive soils5215985Search in Google Scholar
Wood D. M. (1990), Soil behaviour and critical state soil mechanics, Cambridge University Press, New York/Part Chester/Melbourne/Sydney.WoodD. M.1990Cambridge University PressNew York/Part Chester/Melbourne/SydneySearch in Google Scholar
Atkinson J. (2007), The mechanics of soils and foundations, Taylor & Francis, London/New York.AtkinsonJ.2007Taylor & FrancisLondon/New YorkSearch in Google Scholar
Ziegler H. (1977), An introduction to thermomechanics, North Holland, Amsterdam.ZieglerH.1977North Holland, AmsterdamSearch in Google Scholar
Collins IF, Houlsby GT.(1997), Application of thermomechanical principles to the modelling of geotechnical materials. Proceedings of the Royal Society of London, Series A, 453, 1975–2001.CollinsIFHoulsbyGT.1997Application of thermomechanical principles to the modelling of geotechnical materials4531975200110.1098/rspa.1997.0107Search in Google Scholar
Houlsby GT, Puzrin AM. (2000), A thermomechanical framework for constitutive models for rate-independent dissipative materials, International Journal of Plasticity, 16(9), 1017–1047.HoulsbyGTPuzrinAM.2000A thermomechanical framework for constitutive models for rate-independent dissipative materials1691017104710.1016/S0749-6419(99)00073-XSearch in Google Scholar
Kolymbas (2000), Introduction to Hypoplasticity, Taylor & Francis, London/New York.Kolymbas2000Taylor & FrancisLondon/New York10.1201/9781482283785Search in Google Scholar