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Volumn 48, Issue 1, 1998, Pages 1-32

Specific length and some constitutive models

Author keywords

Anisotropy; Constitutive relations; Plasticity

Indexed keywords

ANISOTROPY; CONSOLIDATION; DEFORMATION; HYSTERESIS; MATHEMATICAL MODELS; PLASTICITY;

EID: 0032007733     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1998.48.1.1     Document Type: Article
Times cited : (3)

References (99)
  • 2
    • 0008951214 scopus 로고
    • M. Phil thesis, Cambridge University
    • Al-Tabbaa, A. (1984). Anisotropy of clay. M. Phil thesis, Cambridge University.
    • (1984) Anisotropy of Clay
    • Al-Tabbaa, A.1
  • 3
    • 0023590603 scopus 로고
    • Some measurements of the permeability of kaolin
    • Al-Tabbaa, A. & Wood, D. M. (1987). Some measurements of the permeability of kaolin. Géotechnique 37, No. 4, 499-503.
    • (1987) Géotechnique , vol.37 , Issue.4 , pp. 499-503
    • Al-Tabbaa, A.1    Wood, D.M.2
  • 4
    • 0003812911 scopus 로고
    • Plastic Behaviour and Design
    • Cambridge University Press
    • Baker, Sir J., Horne, M. R. & Heyman, J. (1965). 'Plastic Behaviour and Design', The Steel Skeleton, Volume 2, Cambridge University Press.
    • (1965) The Steel Skeleton , vol.2
    • Baker, J.1    Horne, M.R.2    Heyman, J.3
  • 6
    • 0018455636 scopus 로고
    • Elastic-plastic model for saturated sand
    • Baladi, G. Y. & Rohani, B. (1979). Elastic-plastic model for saturated sand. ASCE J. Geotechnical Eng. Div. 105, No. 4, 465-480.
    • (1979) ASCE J. Geotechnical Eng. Div. , vol.105 , Issue.4 , pp. 465-480
    • Baladi, G.Y.1    Rohani, B.2
  • 7
    • 85143588583 scopus 로고
    • Poly-axial stress-strain relations of a strain-hardening metal
    • Batdorf, S. B. & Buidiansky, B. (1954). Poly-axial stress-strain relations of a strain-hardening metal. J. Appl. Mech. 21, 323-326.
    • (1954) J. Appl. Mech. , vol.21 , pp. 323-326
    • Batdorf, S.B.1    Buidiansky, B.2
  • 8
    • 0017910984 scopus 로고
    • Endochronic inelasticity and incremental plasticity
    • Bazant, Z. P. (1978). Endochronic inelasticity and incremental plasticity. Int. J. Solids and Structures 14, 691-714.
    • (1978) Int. J. Solids and Structures , vol.14 , pp. 691-714
    • Bazant, Z.P.1
  • 9
    • 0016939606 scopus 로고
    • Endochronic constitutive law for liquefaction of sand
    • Bazant, Z. P. & Krizek, R. J. (1976). Endochronic constitutive law for liquefaction of sand. ASCE J. Eng. Mech. Div. 102, No. 2, 225-238.
    • (1976) ASCE J. Eng. Mech. Div. , vol.102 , Issue.2 , pp. 225-238
    • Bazant, Z.P.1    Krizek, R.J.2
  • 10
    • 85025050441 scopus 로고
    • The yielding and dilation of clay
    • Correspondence
    • Burland, J. B. (1965). The yielding and dilation of clay. Correspondence, Géotechnique 15, 211-214.
    • (1965) Géotechnique , vol.15 , pp. 211-214
    • Burland, J.B.1
  • 11
    • 0018712811 scopus 로고
    • A natural compression law for soils-an advance on e-logp
    • Butterfield, R. (1979). A natural compression law for soils-an advance on e-logp. Géotechnique 29, 469-480.
    • (1979) Géotechnique , vol.29 , pp. 469-480
    • Butterfield, R.1
  • 12
    • 85025056246 scopus 로고
    • A micro-structural view of the mechanical properties of saturated clay
    • Calladine, C. R. (1971). A micro-structural view of the mechanical properties of saturated clay. Géotechnique 21, No. 4, 391-415.
    • (1971) Géotechnique , vol.21 , Issue.4 , pp. 391-415
    • Calladine, C.R.1
  • 13
    • 3342966310 scopus 로고
    • A constitutive model for granular materials based on two plasticity mechanisms
    • (eds. A. Saada & G. Bianchini) Balkema
    • Cambou, B. & Jafari, K. (1988). A constitutive model for granular materials based on two plasticity mechanisms. In Constitutive Equations for Granular Non-Cohesive Soils (eds. A. Saada & G. Bianchini) pp. 149-167, Balkema.
    • (1988) Constitutive Equations for Granular Non-Cohesive Soils , pp. 149-167
    • Cambou, B.1    Jafari, K.2
  • 14
    • 0024797463 scopus 로고
    • An elastoplastic model for granular material using three plasticity mechanisms
    • (eds. S. Pietruszczak and G. N. Pande) Balkema
    • Cambou, B., Jafari, K. & Elamrani, K. (1989). An elastoplastic model for granular material using three plasticity mechanisms. Proc. 3rd Int. Conf. Numerical Models in Geomechanics (eds. S. Pietruszczak and G. N. Pande) pp. 1-8, Balkema.
    • (1989) Proc. 3rd Int. Conf. Numerical Models in Geomechanics , pp. 1-8
    • Cambou, B.1    Jafari, K.2    Elamrani, K.3
  • 16
    • 0019577204 scopus 로고
    • On the characterization of strain hardening in plasticity
    • Casey, J. & Naghdi, P. M. (1981). On the characterization of strain hardening in plasticity. J. Appl. Mech. 48, 285-296.
    • (1981) J. Appl. Mech. , vol.48 , pp. 285-296
    • Casey, J.1    Naghdi, P.M.2
  • 19
    • 0021609115 scopus 로고
    • Yielding in soft clay at Mastemyr, Norway
    • Clausen, C.-J. F., Graham, J. & Wood, D. M. (1984). Yielding in soft clay at Mastemyr, Norway. Géotechnique 34, No. 4, 581-600.
    • (1984) Géotechnique , vol.34 , Issue.4 , pp. 581-600
    • Clausen, C.-J.F.1    Graham, J.2    Wood, D.M.3
  • 20
    • 85025020124 scopus 로고
    • Discussion on 'Geotechnical properties of Belfast estuarine deposits'
    • Crooks, J. H. A. & Graham, J. (1977). Discussion on 'Geotechnical properties of Belfast estuarine deposits', Géotechnique 27, 441-447.
    • (1977) Géotechnique , vol.27 , pp. 441-447
    • Crooks, J.H.A.1    Graham, J.2
  • 23
    • 3343005779 scopus 로고
    • Numerical modelling of undrained behaviour of very loose sands by loading paths with sharp bends
    • (eds G. N. Pande and S. Pietruszczak), Balkema
    • Darve, F., Flavingy, E. & Meghachou, M. (1992). Numerical modelling of undrained behaviour of very loose sands by loading paths with sharp bends. Proc. 4th Int. Conf. Numerical Models in Geomechanics (eds G. N. Pande and S. Pietruszczak), pp. 85-94. Balkema.
    • (1992) Proc. 4th Int. Conf. Numerical Models in Geomechanics , pp. 85-94
    • Darve, F.1    Flavingy, E.2    Meghachou, M.3
  • 27
    • 0001511082 scopus 로고
    • Material models for granular soils
    • DiMaggio, F. L. & Sandler, I. S. (1971). Material models for granular soils. ASCE J. Eng. Mech. Div. 97, No. 3, 935-950.
    • (1971) ASCE J. Eng. Mech. Div. , vol.97 , Issue.3 , pp. 935-950
    • DiMaggio, F.L.1    Sandler, I.S.2
  • 28
    • 0000173484 scopus 로고
    • Soil mechanics and work-hardening theories of plasticity
    • Drucker, D. C., Gibson, R. E. & Henkel, D. J. (1957). Soil mechanics and work-hardening theories of plasticity. Trans. ASCE 122, 338-346.
    • (1957) Trans. ASCE , vol.122 , pp. 338-346
    • Drucker, D.C.1    Gibson, R.E.2    Henkel, D.J.3
  • 29
    • 0000428440 scopus 로고
    • Soil mechanics and plastic analysis for limit design
    • Drucker, D. C. & Prager, W. (1952). Soil mechanics and plastic analysis for limit design. Quart. Appl. Math. 10, 157-165.
    • (1952) Quart. Appl. Math. , vol.10 , pp. 157-165
    • Drucker, D.C.1    Prager, W.2
  • 31
    • 0024165829 scopus 로고
    • Yield envelopes: Identification and geometrical properties
    • Graham, J., Crooks, J. H. A. & Lau, S. L. K. (1988). Yield envelopes: identification and geometrical properties. Géotechnique 38, No. 1, 125-134.
    • (1988) Géotechnique , vol.38 , Issue.1 , pp. 125-134
    • Graham, J.1    Crooks, J.H.A.2    Lau, S.L.K.3
  • 32
    • 3342886525 scopus 로고
    • Sols pulvérents sous chargements cycliques
    • Association Amicale des Ingenieurs Anciens Elèves de l'Ecole Nationale des Ponts et Chausées, Palaiseau France
    • Habib, F. & Luong, M. P. (1978). Sols pulvérents sous chargements cycliques. Materiaux et Structures sous Chargement Cycliques, Association Amicale des Ingenieurs Anciens Elèves de l'Ecole Nationale des Ponts et Chausées, Palaiseau France, 49-79.
    • (1978) Materiaux et Structures sous Chargement Cycliques , pp. 49-79
    • Habib, F.1    Luong, M.P.2
  • 34
    • 85034476904 scopus 로고
    • 1080 Main ST, Pawtucket RI 02860-4847
    • Hibbit, Karlsson, & Sorenson Inc. (1994). Manuals for Abaqus Version 5.4, 1080 Main ST, Pawtucket RI 02860-4847.
    • (1994) Manuals for Abaqus Version 5.4
  • 36
    • 0026883211 scopus 로고
    • Strain space plasticity model for cyclic mobility
    • Iai, S., Matsunaga, Y. & Kameoka, T. (1992). Strain space plasticity model for cyclic mobility. Soils and Foundations 32, No. 2, 1-15.
    • (1992) Soils and Foundations , vol.32 , Issue.2 , pp. 1-15
    • Iai, S.1    Matsunaga, Y.2    Kameoka, T.3
  • 37
    • 0027561199 scopus 로고
    • Three dimensional formulation and objectivity of a strain-space multiple mechanism model for sand
    • Iai, S. (1993). Three dimensional formulation and objectivity of a strain-space multiple mechanism model for sand. Soils and Foundations 33, No. 1, 192-199.
    • (1993) Soils and Foundations , vol.33 , Issue.1 , pp. 192-199
    • Iai, S.1
  • 38
    • 0027802377 scopus 로고
    • Liquefaction and flow failure during earthquakes
    • Ishihara, K. (1993). Liquefaction and flow failure during earthquakes. Géotechnique 43, No. 3, 351-415.
    • (1993) Géotechnique , vol.43 , Issue.3 , pp. 351-415
    • Ishihara, K.1
  • 40
    • 0027789258 scopus 로고
    • Anisotropic three-dimensional behaviour of a normally consolidated clay
    • Kirkgard, M. M. & Lade, P. V. (1993). Anisotropic three-dimensional behaviour of a normally consolidated clay. Canadian Geotechnical Journal 30, No. 5, 848-858.
    • (1993) Canadian Geotechnical Journal , vol.30 , Issue.5 , pp. 848-858
    • Kirkgard, M.M.1    Lade, P.V.2
  • 41
    • 3342998792 scopus 로고
    • State of the art: Data reduction and application for analytical modelling
    • ASTM STP 740 (eds R. N. Young & F. C. Townsend)
    • Ko, H.-Y. & Sture, S. (1981). State of the art: Data reduction and application for analytical modelling. Laboratory Shear Strength of Soil, ASTM STP 740 (eds R. N. Young & F. C. Townsend), pp. 329-386.
    • (1981) Laboratory Shear Strength of Soil , pp. 329-386
    • Ko, H.-Y.1    Sture, S.2
  • 42
    • 0017722509 scopus 로고
    • Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces
    • Lade, P. V. (1977). Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces, Int. J. Solids and Structures 13, No. 11, 1019-1035.
    • (1977) Int. J. Solids and Structures , vol.13 , Issue.11 , pp. 1019-1035
    • Lade, P.V.1
  • 43
    • 0011414525 scopus 로고
    • Double hardening constitutive model for soils, parameter determination and predictions for two sands
    • (eds A. Saada and G. Bianchini), Balkema
    • Lade, P. V. (1988). Double hardening constitutive model for soils, parameter determination and predictions for two sands. In Constitutive Equations for Granular Non-Cohesive Soils (eds A. Saada and G. Bianchini), pp. 367-382. Balkema.
    • (1988) Constitutive Equations for Granular Non-Cohesive Soils , pp. 367-382
    • Lade, P.V.1
  • 44
    • 0016568353 scopus 로고
    • Elastoplastic stress-strain theory for cohesive soil
    • Lade, P. V. & Duncan, J. M. (1975). Elastoplastic stress-strain theory for cohesive soil. ASCE J. Geotech. Engng Div. 101, 1037-1053.
    • (1975) ASCE J. Geotech. Engng Div. , vol.101 , pp. 1037-1053
    • Lade, P.V.1    Duncan, J.M.2
  • 45
    • 0019264548 scopus 로고
    • Cyclic 3D stress paths and superposition of hysteresis loops
    • Swansea
    • Lewin, P. I. (1980). Cyclic 3D stress paths and superposition of hysteresis loops. Int. Symp. Soils under Cyclic and Transient Loading, Swansea, 225-229.
    • (1980) Int. Symp. Soils under Cyclic and Transient Loading , pp. 225-229
    • Lewin, P.I.1
  • 46
    • 0025226433 scopus 로고
    • Geomechanical applications of the theory of multi-mechanisms
    • (ed. F. Darve), Elsevier
    • Loret, B. (1990). Geomechanical applications of the theory of multi-mechanisms. Geomaterials: Constitutive Equations and Modelling (ed. F. Darve), pp. 187-211. Elsevier.
    • (1990) Geomaterials: Constitutive Equations and Modelling , pp. 187-211
    • Loret, B.1
  • 47
    • 0019244244 scopus 로고
    • Stress-strain aspects of cohesionless soils under cyclic and transient loading
    • Balkema
    • Luong, M. P. (1980). Stress-strain aspects of cohesionless soils under cyclic and transient loading. Proc. Int. Symp. Soils under Cyclic and Transient Loading, pp. 315-324. Balkema.
    • (1980) Proc. Int. Symp. Soils under Cyclic and Transient Loading , pp. 315-324
    • Luong, M.P.1
  • 49
    • 0002387228 scopus 로고
    • Stress-strain relationships of sands based on the mobilised plane
    • Matsuoka, H. (1974). Stress-strain relationships of sands based on the mobilised plane. Soils and Foundations 14, No. 2, 47-61.
    • (1974) Soils and Foundations , vol.14 , Issue.2 , pp. 47-61
    • Matsuoka, H.1
  • 50
    • 0016929665 scopus 로고
    • On the significance of the spatially mobilised plane
    • Matsuoka, H. (1976). On the significance of the spatially mobilised plane. Soils and Foundations 16, No. 1, 91-100.
    • (1976) Soils and Foundations , vol.16 , Issue.1 , pp. 91-100
    • Matsuoka, H.1
  • 51
    • 0016352892 scopus 로고
    • Stress-deformation and strength characteristics of soil under three different principal stresses
    • Matsuoka, H. & Nakai, T. (1974). Stress-deformation and strength characteristics of soil under three different principal stresses. Proc. JSCE, 232, 59-70.
    • (1974) Proc. JSCE , vol.232 , pp. 59-70
    • Matsuoka, H.1    Nakai, T.2
  • 52
    • 0012440023 scopus 로고
    • Stress-strain relationship of soil based on the SMP
    • Tokyo
    • Matsuoka, H. & Nakai, T. (1977). Stress-strain relationship of soil based on the SMP. Speciality Session 9, 9th JCSMFE, Tokyo, 153-162.
    • (1977) Speciality Session 9, 9th JCSMFE , pp. 153-162
    • Matsuoka, H.1    Nakai, T.2
  • 53
    • 0029484404 scopus 로고
    • Extension of the spatially mobilised plane (SMP) to frictional and cohesive materials and its application to cemented sands
    • Matsuoka, H. & Sun, D. A. (1995). Extension of the spatially mobilised plane (SMP) to frictional and cohesive materials and its application to cemented sands. Soils and Foundations 35, No. 4, 63-72.
    • (1995) Soils and Foundations , vol.35 , Issue.4 , pp. 63-72
    • Matsuoka, H.1    Sun, D.A.2
  • 54
    • 0025445162 scopus 로고
    • A general failure criterion and stress-strain relation for granular materials to metals
    • Matsuoka, H., Hoshikawa, T. & Ueno, K. (1990). A general failure criterion and stress-strain relation for granular materials to metals. Soils and Foundations 30, No. 2, 119-127.
    • (1990) Soils and Foundations , vol.30 , Issue.2 , pp. 119-127
    • Matsuoka, H.1    Hoshikawa, T.2    Ueno, K.3
  • 55
    • 0024821711 scopus 로고
    • A new double-hardening model for soils under cyclic loading
    • (eds. S. Pietruszczak & G. N. Pande), Balkema
    • Meimon, Y. & Tan, C. H. (1989). A new double-hardening model for soils under cyclic loading. Proc. 3rd Int. Conf. Numerical Models in Geomechanics (eds. S. Pietruszczak & G. N. Pande), pp. 28-35. Balkema.
    • (1989) Proc. 3rd Int. Conf. Numerical Models in Geomechanics , pp. 28-35
    • Meimon, Y.1    Tan, C.H.2
  • 56
    • 3342881253 scopus 로고
    • A multi-directional sliding model of soil deformation
    • (eds A. Saada & G. Bianchini), Balkema
    • Miura, K. & Finn, W. D. L. (1988). A multi-directional sliding model of soil deformation. In Constitutive Equations for Granular Non-Cohesive Soils (eds A. Saada & G. Bianchini), pp. 465-480. Balkema.
    • (1988) Constitutive Equations for Granular Non-Cohesive Soils , pp. 465-480
    • Miura, K.1    Finn, W.D.L.2
  • 57
    • 3342900405 scopus 로고
    • Deformation prediction for anisotropic sand during the rotation of principal axes
    • Miura, K., Miura, S. & Toki, S. (1986). Deformation prediction for anisotropic sand during the rotation of principal axes. Soils and Foundations 14, No. 2, 47-61.
    • (1986) Soils and Foundations , vol.14 , Issue.2 , pp. 47-61
    • Miura, K.1    Miura, S.2    Toki, S.3
  • 58
    • 3342945446 scopus 로고
    • A multi-surface model for non-cohesive soil
    • (eds A. Saada & G. Bianchini), Balkema
    • Mizuno, E. & Chen, W. F. (1988). A multi-surface model for non-cohesive soil. In Constitutive Equations for Granular Non-Cohesive Soils (eds A. Saada & G. Bianchini), pp. 481-500. Balkema.
    • (1988) Constitutive Equations for Granular Non-Cohesive Soils , pp. 481-500
    • Mizuno, E.1    Chen, W.F.2
  • 59
    • 3342948876 scopus 로고
    • Initial state for anisotropic elasto-plastic model
    • (eds G. N. Pande & W. F. van Impe), M. Jackson & Son
    • Molenkamp, F. & van Ommen, A. (1986). Initial state for anisotropic elasto-plastic model. 2nd Int. Symp. Numerical Models in Geomechanics (eds G. N. Pande & W. F. van Impe), pp. 25-31. M. Jackson & Son.
    • (1986) 2nd Int. Symp. Numerical Models in Geomechanics , pp. 25-31
    • Molenkamp, F.1    Van Ommen, A.2
  • 60
    • 3342964582 scopus 로고
    • Approaches to modelling the cyclic stress-strain response of soils
    • (eds M. P. O'Reilly & S. F. Brown), Blackie
    • Muir Wood, D. (1991). Approaches to modelling the cyclic stress-strain response of soils. In Cyclic Loading of Soils (eds M. P. O'Reilly & S. F. Brown), pp. 19-69. Blackie.
    • (1991) Cyclic Loading of Soils , pp. 19-69
    • Muir Wood, D.1
  • 62
    • 0016557937 scopus 로고
    • The significance of formulating plasticity theory with reference to loading surfaces in strain space
    • Naghdi, P. M. & Trapp, J. A. (1975). The significance of formulating plasticity theory with reference to loading surfaces in strain space. Int. J. Eng. Sci. 13, 785-797.
    • (1975) Int. J. Eng. Sci. , vol.13 , pp. 785-797
    • Naghdi, P.M.1    Trapp, J.A.2
  • 63
    • 34250971713 scopus 로고
    • A mathematical theory of the mechanical behaviour of continuous media
    • Noll, W. (1958). A mathematical theory of the mechanical behaviour of continuous media. Arch. Rational Mechanics and Analysis 2, 197-226.
    • (1958) Arch. Rational Mechanics and Analysis , vol.2 , pp. 197-226
    • Noll, W.1
  • 64
    • 36149006492 scopus 로고
    • Reciprocal relations in irreversible processes I and II
    • Onsager, L. (1931). Reciprocal relations in irreversible processes I and II. Phys. Review, V. 37, 405-426 and 38, 2265-2279.
    • (1931) Phys. Review , vol.37 , pp. 405-426
    • Onsager, L.1
  • 65
    • 36149006040 scopus 로고    scopus 로고
    • Onsager, L. (1931). Reciprocal relations in irreversible processes I and II. Phys. Review, V. 37, 405-426 and 38, 2265-2279.
    • Phys. Review , vol.38 , pp. 2265-2279
  • 66
    • 0022216222 scopus 로고
    • Multilaminate reflecting surface model and its applications
    • (eds P. K. Banerjee & R. Butterfield), Chapter 3. Elsevier
    • Pande, G. N. (1985). Multilaminate reflecting surface model and its applications. In Developments in Soil Mechanics and Foundation Engineering 2 (eds P. K. Banerjee & R. Butterfield), Chapter 3. Elsevier.
    • (1985) Developments in Soil Mechanics and Foundation Engineering 2
    • Pande, G.N.1
  • 68
    • 0020970283 scopus 로고
    • Multi-laminate model of clays - A numerical evaluation of the influence of rotation of the principal stress axes
    • Pande, G. N. & Sharma, K. G. (1983). Multi-laminate model of clays - a numerical evaluation of the influence of rotation of the principal stress axes. Int. J. Numerical and Analytical Methods in Geomechanics 7, 397-418.
    • (1983) Int. J. Numerical and Analytical Methods in Geomechanics , vol.7 , pp. 397-418
    • Pande, G.N.1    Sharma, K.G.2
  • 71
    • 84918660009 scopus 로고
    • Internal variable model for frictional materials
    • (eds. A. Saada & G. Bianchini), Balkema
    • Peters, J. F. (1988). Internal variable model for frictional materials. In Constitutive Equations for Granular Non-Cohesive Soils (eds. A. Saada & G. Bianchini), pp. 551-569. Balkema.
    • (1988) Constitutive Equations for Granular Non-Cohesive Soils , pp. 551-569
    • Peters, J.F.1
  • 72
    • 0024830357 scopus 로고
    • Description of clay anisotropy employing the concept of directional variation of porosity
    • Elsevier
    • Pietruszczak, S. & Krucinski, S. (1989). Description of clay anisotropy employing the concept of directional variation of porosity. Proc. 3rd Int. Conf. Numerical Models in Geomechanics, pp. 61-70. Elsevier.
    • (1989) Proc. 3rd Int. Conf. Numerical Models in Geomechanics , pp. 61-70
    • Pietruszczak, S.1    Krucinski, S.2
  • 74
    • 3342929887 scopus 로고
    • Modelling of geomaterials; microplane model
    • (eds G. N. Pande & S. Pietruszczak), Balkema
    • Prat, P. C. (1992). Modelling of geomaterials; microplane model. Proc. 4th Int. Conf. Numerical Models in Geomechanics. (eds G. N. Pande & S. Pietruszczak), pp. 97-104. Balkema.
    • (1992) Proc. 4th Int. Conf. Numerical Models in Geomechanics , pp. 97-104
    • Prat, P.C.1
  • 75
    • 0024813187 scopus 로고
    • Microplane model for triaxial deformation of soils
    • (eds. S. Pietruszczak & G. N. Pande), Elsevier
    • Prat, P. C. & Bazant, Z. P (1989). Microplane model for triaxial deformation of soils. Proc. 3rd Int. Conf. Numerical Models in Geomechanics. (eds. S. Pietruszczak & G. N. Pande), pp. 139-146. Elsevier.
    • (1989) Proc. 3rd Int. Conf. Numerical Models in Geomechanics , pp. 139-146
    • Prat, P.C.1    Bazant, Z.P.2
  • 76
    • 0002724115 scopus 로고
    • On the generalised stress-strain behaviour of 'wet' clay
    • (eds J. Heyman & F. A. Leckie), Cambridge University Press
    • Roscoe, K. H. & Burland, J. B. (1968). On the generalised stress-strain behaviour of 'wet' clay. In Engineering Plasticity. (eds J. Heyman & F. A. Leckie), pp. 535-608. Cambridge University Press.
    • (1968) Engineering Plasticity , pp. 535-608
    • Roscoe, K.H.1    Burland, J.B.2
  • 77
    • 84978857333 scopus 로고
    • Yielding of clays in states wetter than critical
    • Roscoe, K. H., Schofield, A. N. & Thurairajah, A. (1963). Yielding of clays in states wetter than critical. Géotechnique 13, 211-240.
    • (1963) Géotechnique , vol.13 , pp. 211-240
    • Roscoe, K.H.1    Schofield, A.N.2    Thurairajah, A.3
  • 79
    • 3042729062 scopus 로고
    • A brief revue of constitutive models
    • (eds A. Saada & G. Bianchini), Baikema
    • Saada, A. (1988). A brief revue of constitutive models. In Constitutive Equations for Granular Non-Cohesive Soils. (eds A. Saada & G. Bianchini), pp. 7-10. Baikema.
    • (1988) Constitutive Equations for Granular Non-Cohesive Soils , pp. 7-10
    • Saada, A.1
  • 85
    • 0022267208 scopus 로고
    • Plasticity and constitutive relations in soil mechanics
    • Scott, R. F. (1985). Plasticity and constitutive relations in soil mechanics. ASCE J. Geotechnical Engineering 111, No. 5, 563-605.
    • (1985) ASCE J. Geotechnical Engineering , vol.111 , Issue.5 , pp. 563-605
    • Scott, R.F.1
  • 87
    • 0027101168 scopus 로고
    • Retaining structures: Displacement and design
    • Simpson, B. (1992) Retaining structures: displacement and design. Géotechnique 42, No. 4, 539-576.
    • (1992) Géotechnique , vol.42 , Issue.4 , pp. 539-576
    • Simpson, B.1
  • 90
    • 0020664608 scopus 로고
    • The particle stress tensor
    • Szalwinski, C. M. (1983). The particle stress tensor. Géotechnique 33, No. 2, 181-182.
    • (1983) Géotechnique , vol.33 , Issue.2 , pp. 181-182
    • Szalwinski, C.M.1
  • 92
    • 0016645859 scopus 로고
    • Yielding and plastic flow of sensitive cemented clay
    • Wong, P. K. K. & Mitchell, R. J. (1975). Yielding and plastic flow of sensitive cemented clay. Géotechnique 25, No. 4, 763-782.
    • (1975) Géotechnique , vol.25 , Issue.4 , pp. 763-782
    • Wong, P.K.K.1    Mitchell, R.J.2
  • 94
    • 0022250280 scopus 로고
    • Soil mechanics property characterization and analysis procedures
    • San Francisco
    • Wroth, C. P. & Houlsby, G. T. (1985). Soil mechanics property characterization and analysis procedures. Proc. 11th ICSMFE, San Francisco 1, 1-53.
    • (1985) Proc. 11th ICSMFE , vol.1 , pp. 1-53
    • Wroth, C.P.1    Houlsby, G.T.2
  • 95
    • 0000818662 scopus 로고
    • A theory of viscoplasticity without a yield surface
    • Valanis, K. C. (1971). A theory of viscoplasticity without a yield surface. Archivum Mechaniki Stoswanej 23, No. 4, 517-533.
    • (1971) Archivum Mechaniki Stoswanej , vol.23 , Issue.4 , pp. 517-533
    • Valanis, K.C.1
  • 96
    • 0000818662 scopus 로고
    • Fundamental consequences of a new intrinsic time measure. Plasticity as a limit of the endochronic theory
    • Valanis, K. C. (1980). Fundamental consequences of a new intrinsic time measure. Plasticity as a limit of the endochronic theory. Arch. Mechanics 23, 517-533.
    • (1980) Arch. Mechanics , vol.23 , pp. 517-533
    • Valanis, K.C.1
  • 97
    • 84910831625 scopus 로고
    • The general formulations of plasticity in stress-space and in strain-space
    • (eds C. S. Desai, E. Krempl, P. D. Kiousis & T. Kundu) Elsevier
    • Yang, Q. S., Poorooshasb, H. B. & Yong, R. N. (1987). The general formulations of plasticity in stress-space and in strain-space. In Constitutive Laws for Engineering Materials: Theory and Applications. (eds C. S. Desai, E. Krempl, P. D. Kiousis & T. Kundu) Vol. 1, 353-360. Elsevier.
    • (1987) Constitutive Laws for Engineering Materials: Theory and Applications , vol.1 , pp. 353-360
    • Yang, Q.S.1    Poorooshasb, H.B.2    Yong, R.N.3
  • 98
    • 85069336538 scopus 로고
    • On the formulation of strain-space plasticity with multiple loading surfaces
    • Yoder, P. J. & Iwan, W. D. (1981). On the formulation of strain-space plasticity with multiple loading surfaces. ASME Trans. J. Applied Mechanics 48, No. 12. 773-778.
    • (1981) ASME Trans. J. Applied Mechanics , vol.48 , Issue.12 , pp. 773-778
    • Yoder, P.J.1    Iwan, W.D.2
  • 99
    • 0017515476 scopus 로고
    • Time-dependent multi-laminate model for rocks - A numerical study of deformation and failure of rock masses
    • Zienkiewicz, O. C. & Pande, G. N. (1977). Time-dependent multi-laminate model for rocks - a numerical study of deformation and failure of rock masses. Int. J. Numerical and Analytical Methods in Geomechanics 2, 87-94.
    • (1977) Int. J. Numerical and Analytical Methods in Geomechanics , vol.2 , pp. 87-94
    • Zienkiewicz, O.C.1    Pande, G.N.2


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