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Volumn 130, Issue 6, 2004, Pages 656-664

Experimental inspiration for kinematic hardening soil models

Author keywords

Clays; Elastoplasticity; Kinematics; Laboratory tests; Sand; Stiffness; Yield

Indexed keywords

ELASTICITY; HARDENING; KINEMATICS; PLASTICITY; STRAIN; STRESSES;

EID: 2942578933     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2004)130:6(656)     Document Type: Article
Times cited : (21)

References (28)
  • 2
    • 0042642500 scopus 로고
    • Experimental observations of anisotropy in some stress controlled tests on dry sand
    • J. P. Boehler, ed., Mechanical Engineering Publications, London
    • Alawaji, H., Alawi, M., Ko, H.-Y., Sture, S., Peters, J. F., and Muir Wood, D. (1990). "Experimental observations of anisotropy in some stress controlled tests on dry sand." Yielding, damage, and failure of anisotropic solids, J. P. Boehler, ed., Mechanical Engineering Publications, London, 251-264.
    • (1990) Yielding, Damage, and Failure of Anisotropic Solids , pp. 251-264
    • Alawaji, H.1    Alawi, M.2    Ko, H.-Y.3    Sture, S.4    Peters, J.F.5    Muir Wood, D.6
  • 3
    • 0008951214 scopus 로고
    • MPhil thesis, Univ. of Cambridge, U.K
    • Al-Tabbaa, A. (1984). "Anisotropy of clay," MPhil thesis, Univ. of Cambridge, U.K.
    • (1984) Anisotropy of Clay
    • Al-Tabbaa, A.1
  • 5
    • 0024800451 scopus 로고
    • An experimentally based "bubble" model for clay
    • S. Pietruszczak and G. N. Pande, eds., Elsevier Science, New York
    • Al-Tabbaa, A., and Muir Wood, D. (1989). "An experimentally based "bubble" model for clay." Numerical models in geomechanics NUMOG III, S. Pietruszczak and G. N. Pande, eds., Elsevier Science, New York, 91-99.
    • (1989) Numerical Models in Geomechanics NUMOG III , pp. 91-99
    • Al-Tabbaa, A.1    Muir Wood, D.2
  • 6
    • 0002438681 scopus 로고
    • The determination of the preconsolidation load and its practical significance
    • Harvard University Graduate School of Engineering, Cambridge, Mass
    • Casagrande, A. (1936). The determination of the preconsolidation load and its practical significance." Proc., 1st Int. Conf. on Soil Mechanics and Foundation Engineering, Vol. 3, Harvard University Graduate School of Engineering, Cambridge, Mass., 60-64.
    • (1936) Proc., 1st Int. Conf. on Soil Mechanics and Foundation Engineering , vol.3 , pp. 60-64
    • Casagrande, A.1
  • 7
    • 2942522869 scopus 로고
    • Concepts of path independence and material stability for soils
    • Grenoble, France, Springer, Berlin
    • Drucker, D. C. (1966). "Concepts of path independence and material stability for soils." Proc., IUTAM Symp. on Rheology and Soil Mechanics, Grenoble, France, Springer, Berlin, 23-46.
    • (1966) Proc., IUTAM Symp. on Rheology and Soil Mechanics , pp. 23-46
    • Drucker, D.C.1
  • 8
    • 13044306004 scopus 로고    scopus 로고
    • A kinematic hardening constitutive model for sands: The multiaxial formulation
    • Gajo, A., and Muir, Wood, D. (1999). "A kinematic hardening constitutive model for sands: The multiaxial formulation." Int. J. Numer. Analyt. Meth. in Geomech., 23, 925-965.
    • (1999) Int. J. Numer. Analyt. Meth. in Geomech. , vol.23 , pp. 925-965
    • Gajo, A.1    Muir Wood, D.2
  • 9
    • 0019260202 scopus 로고
    • A comparison of some constitutive laws for soils under radially symmetric loading and unloading
    • W. Wittke, ed., Balkema, Rotterdam, The Netherlands
    • Gudehus, G. (1979). "A comparison of some constitutive laws for soils under radially symmetric loading and unloading." Proc., 3rd Conf. Numerical Methods in Geomechanics, W. Wittke, ed., Balkema, Rotterdam, The Netherlands, 1309-1323.
    • (1979) Proc., 3rd Conf. Numerical Methods in Geomechanics , pp. 1309-1323
    • Gudehus, G.1
  • 10
    • 0022233445 scopus 로고
    • Requirements for constitutive relations for soils
    • Z. Bažant, ed., Wiley, Chichester, U.K
    • Gudehus, G. (1985). "Requirements for constitutive relations for soils." Mechanics of geomaterials, Z. Bažant, ed., Wiley, Chichester, U.K., 47-63.
    • (1985) Mechanics of Geomaterials , pp. 47-63
    • Gudehus, G.1
  • 11
    • 0022233551 scopus 로고
    • Two- and three-surface models of plasticity
    • Nagoya, Japan. Balkema, Rotterdam, The Netherlands
    • Hashiguchi, K. (1985). "Two- and three-surface models of plasticity." Proc., 5th Int. Conf. on Numerical Methods in Geomechanics, Nagoya, Japan. Balkema, Rotterdam, The Netherlands, 285-292.
    • (1985) Proc., 5th Int. Conf. on Numerical Methods in Geomechanics , pp. 285-292
    • Hashiguchi, K.1
  • 12
    • 0024165569 scopus 로고
    • Dynamic shear modulus and fabric. II: Stress reversal
    • Ishibashi, I., Chen, Y.-C., and Jenkins, J. T. (1988). "Dynamic shear modulus and fabric. II: Stress reversal." Geotechnique, 38(1), 33-37.
    • (1988) Geotechnique , vol.38 , Issue.1 , pp. 33-37
    • Ishibashi, I.1    Chen, Y.-C.2    Jenkins, J.T.3
  • 13
    • 84986777426 scopus 로고
    • On a class of models for the yielding behavior of continuous and composite systems
    • Iwan, W. D. (1967). "On a class of models for the yielding behavior of continuous and composite systems." Trans. ASME, J. Appl. Mech., 34, 612-617.
    • (1967) Trans. ASME, J. Appl. Mech. , vol.34 , pp. 612-617
    • Iwan, W.D.1
  • 14
    • 0002876274 scopus 로고
    • Analysis of plastic behavior of metals under complex loading
    • E. H. Lee and P. S. Symonds, eds., Pergamon, New York
    • Lensky, V. S. (1960). "Analysis of plastic behavior of metals under complex loading." Plasticity, Proc., 2nd Symp. on Naval Structural Mechanics, E. H. Lee and P. S. Symonds, eds., Pergamon, New York, 259-278.
    • (1960) Plasticity, Proc., 2nd Symp. on Naval Structural Mechanics , pp. 259-278
    • Lensky, V.S.1
  • 16
    • 49949145407 scopus 로고
    • On the description of anisotropic work hardening
    • Mroz, Z. (1967). "On the description of anisotropic work hardening." J. Mech. Phys. Solids, 15, 163-175.
    • (1967) J. Mech. Phys. Solids , vol.15 , pp. 163-175
    • Mroz, Z.1
  • 18
    • 0000781226 scopus 로고
    • Kinematic hardening model for structured soil
    • G. N. Pande and S. Pietruszczak, eds., Balkema, Rotterdam, The Netherlands
    • Muir Wood, D. (1995). "Kinematic hardening model for structured soil." Numerical models in geomechanics-NUMOG V, G. N. Pande and S. Pietruszczak, eds., Balkema, Rotterdam, The Netherlands, 83-88.
    • (1995) Numerical Models in Geomechanics - NUMOG V , pp. 83-88
    • Muir Wood, D.1
  • 19
    • 0017474554 scopus 로고
    • Mathematical modelling of monotonic and cyclis undrained clay behavior
    • Prevost, J.-H. (1977). "Mathematical modelling of monotonic and cyclis undrained clay behavior." Int. J. Numer. Analyt. Meth. Geomech., 1(2), 195-216.
    • (1977) Int. J. Numer. Analyt. Meth. Geomech. , vol.1 , Issue.2 , pp. 195-216
    • Prevost, J.-H.1
  • 20
    • 0035351960 scopus 로고    scopus 로고
    • On the nonintersection dilemma in multiple surface plasticity
    • Puzrin, A. M., and Houlsby, G. T. (2001). "On the nonintersection dilemma in multiple surface plasticity." Geotechnique, 51(4), 369-372.
    • (2001) Geotechnique , vol.51 , Issue.4 , pp. 369-372
    • Puzrin, A.M.1    Houlsby, G.T.2
  • 21
    • 0002724115 scopus 로고
    • On the generalised stress-strain behavior of 'wet' clay
    • J. Heyman and F. A. Leckie, eds., Cambridge University Press, Cambridge, U.K
    • Roscoe, K. H., and Burland, J. B. (1968). "On the generalised stress-strain behavior of 'wet' clay." Engineering plasticity, J. Heyman and F. A. Leckie, eds., Cambridge University Press, Cambridge, U.K., 535-609.
    • (1968) Engineering Plasticity , pp. 535-609
    • Roscoe, K.H.1    Burland, J.B.2
  • 22
    • 0034100589 scopus 로고    scopus 로고
    • A kinematic hardening constitutive model for natural clays with loss of structure
    • Rouainia, M., and Muir, Wood, D. (2000). "A kinematic hardening constitutive model for natural clays with loss of structure." Geotechnique, 50(2), 153-164.
    • (2000) Geotechnique , vol.50 , Issue.2 , pp. 153-164
    • Rouainia, M.1    Muir Wood, D.2
  • 23
    • 0027101168 scopus 로고
    • Retaining structures: Displacement and design
    • 32nd Rankine Lecture
    • Simpson, B. (1992). "Retaining structures: Displacement and design." (32nd Rankine Lecture) Geotechnique, 42(4), 541-576.
    • (1992) Geotechnique , vol.42 , Issue.4 , pp. 541-576
    • Simpson, B.1
  • 24
    • 0027007903 scopus 로고
    • Yielding of Both-kennar clay
    • Smith, P. R., Jardine, R. J., and Hight, D. W. (1992). "Yielding of Both-kennar clay." Geotechnique, 42(2), 257-274.
    • (1992) Geotechnique , vol.42 , Issue.2 , pp. 257-274
    • Smith, P.R.1    Jardine, R.J.2    Hight, D.W.3
  • 25
    • 0031171492 scopus 로고    scopus 로고
    • Prediction of ground movements in overconsolidated clay
    • Stallebrass, S. E., and Taylor, R. N. (1997). "Prediction of ground movements in overconsolidated clay." Geotechnique, 47(2), 235-253.
    • (1997) Geotechnique , vol.47 , Issue.2 , pp. 235-253
    • Stallebrass, S.E.1    Taylor, R.N.2
  • 27
    • 0002212418 scopus 로고    scopus 로고
    • Microscopic approach contributions to constitutive modelling
    • D. Kolymbas, ed., Springer, Berlin
    • Thornton, C. (2000). "Microscopic approach contributions to constitutive modelling." Constitutive modelling of granular materials, D. Kolymbas, ed., Springer, Berlin, 193-208.
    • (2000) Constitutive Modelling of Granular Materials , pp. 193-208
    • Thornton, C.1


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