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Volumn 22, Issue 8, 1998, Pages 621-653

CASM: a unified state parameter model for clay and sand

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; FUNCTIONS; MATHEMATICAL MODELS; PLASTICITY; SAND; STRESSES;

EID: 0032144382     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9853(199808)22:8<621::AID-NAG937>3.0.CO;2-8     Document Type: Article
Times cited : (289)

References (68)
  • 1
    • 0000173484 scopus 로고
    • Soil mechanics and work hardening theories of plasticity
    • D. C. Drucker, R. E. Gibson and D. J. Henkel, 'Soil mechanics and work hardening theories of plasticity', Proc. ASCE, 122, 338-346 (1957).
    • (1957) Proc. ASCE , vol.122 , pp. 338-346
    • Drucker, D.C.1    Gibson, R.E.2    Henkel, D.J.3
  • 5
    • 0002724115 scopus 로고
    • On the generalized stress-strain behaviour of wet clay
    • Cambridge University Press, Cambridge
    • K. H. Roscoe and J. B. Burland, 'On the generalized stress-strain behaviour of wet clay', in: Engineering Plasticity, Cambridge University Press, Cambridge, 1968, pp. 535-609.
    • (1968) Engineering Plasticity , pp. 535-609
    • Roscoe, K.H.1    Burland, J.B.2
  • 6
    • 0024072005 scopus 로고
    • Critical state models in computational geomechanics
    • A. Gens and D. M. Potts, 'Critical state models in computational geomechanics', Engng. Comput., 5, 178-197 (1988).
    • (1988) Engng. Comput. , vol.5 , pp. 178-197
    • Gens, A.1    Potts, D.M.2
  • 7
    • 0040032973 scopus 로고
    • Finite element studies of soils and porous media
    • J. T. Oden and E. R. de Arantes (eds.), UAH Press
    • O. C. Zienkiewicz and D. J. Naylor, 'Finite element studies of soils and porous media', in: J. T. Oden and E. R. de Arantes (eds.), Lectures on Finite Elements in Continuum Mechanics, UAH Press, 1973, pp. 459-493.
    • (1973) Lectures on Finite Elements in Continuum Mechanics , pp. 459-493
    • Zienkiewicz, O.C.1    Naylor, D.J.2
  • 10
    • 0022267666 scopus 로고
    • Simple model for transient soil loading in earthquake analysis. Part 2: Non-associative models for sands
    • M. Pastor, O. C. Zienkiewicz and K. H. Leung, 'Simple model for transient soil loading in earthquake analysis. Part 2: Non-associative models for sands', Int. J. Numer. Anal. Meth. Geomech., 9, 477-498 (1985).
    • (1985) Int. J. Numer. Anal. Meth. Geomech. , vol.9 , pp. 477-498
    • Pastor, M.1    Zienkiewicz, O.C.2    Leung, K.H.3
  • 11
    • 0017216471 scopus 로고
    • Anisotropy and stress reorientation in clay under load
    • Blacksburg
    • H. Ohta and C. P. Wroth, 'Anisotropy and stress reorientation in clay under load', Proc. 2nd Int. Conf. on Numer. Meth. Geomech., Blacksburg, Vol 1, 1976, pp. 319-328.
    • (1976) Proc. 2nd Int. Conf. on Numer. Meth. Geomech. , vol.1 , pp. 319-328
    • Ohta, H.1    Wroth, C.P.2
  • 12
    • 0027437036 scopus 로고
    • Evaluation of a constitutive model for overconsolidated clays
    • A. J. Whittle, 'Evaluation of a constitutive model for overconsolidated clays', Geotechnique, 43(2), 289-313 (1993).
    • (1993) Geotechnique , vol.43 , Issue.2 , pp. 289-313
    • Whittle, A.J.1
  • 13
    • 0017948613 scopus 로고
    • A model for the behaviour of overconsolidated soil
    • M. J. Pender, 'A model for the behaviour of overconsolidated soil', Geotechnique, 28(1), 1-25 (1978).
    • (1978) Geotechnique , vol.28 , Issue.1 , pp. 1-25
    • Pender, M.J.1
  • 14
  • 16
    • 0022093197 scopus 로고
    • A continuous plasticity version of the critical state model
    • D. J. Naylor, 'A continuous plasticity version of the critical state model', Int. J. Numer. Meth. Engng., 21, 1187-1204 (1985).
    • (1985) Int. J. Numer. Meth. Engng. , vol.21 , pp. 1187-1204
    • Naylor, D.J.1
  • 17
    • 0002442531 scopus 로고
    • Some useful forms of isotropic yield surfaces for soil and rock mechanics
    • G. Gudehus (ed.), Wiley, Chapter 5
    • O. C. Zienkiewicz and G. N. Pande, 'Some useful forms of isotropic yield surfaces for soil and rock mechanics, in: G. Gudehus (ed.), Finite Elements in Geomechanics, Wiley, Chapter 5, 1977, pp. 179-198.
    • (1977) Finite Elements in Geomechanics , pp. 179-198
    • Zienkiewicz, O.C.1    Pande, G.N.2
  • 18
    • 85013053487 scopus 로고
    • A constitutive model for the stress-strain-time behaviour of wet clays
    • R. I. Borja and E. Jr. Kavazanjian, 'A constitutive model for the stress-strain-time behaviour of wet clays', Geotechnique, 35(3), 283-298 (1985).
    • (1985) Geotechnique , vol.35 , Issue.3 , pp. 283-298
    • Borja, R.I.1    Kavazanjian Jr., E.2
  • 19
    • 0027008909 scopus 로고
    • Elastic-viscoplastic modelling of the rate-dependent behaviour of clays
    • B. L. Kutter and N. Sathialingam, 'Elastic-viscoplastic modelling of the rate-dependent behaviour of clays', Geotechnique, 42(3), 427-441 (1992).
    • (1992) Geotechnique , vol.42 , Issue.3 , pp. 427-441
    • Kutter, B.L.1    Sathialingam, N.2
  • 20
    • 0003081620 scopus 로고
    • Shear strength parameters for undisturbed and remoulded soil specimens
    • Stress Strain Roscoe Memorial Symposium, Foulis
    • A. W. Bishop, 'Shear strength parameters for undisturbed and remoulded soil specimens', in: Stress Strain Behaviour of Soils, Roscoe Memorial Symposium, Foulis, 1972, pp. 3-58.
    • (1972) Behaviour of Soils , pp. 3-58
    • Bishop, A.W.1
  • 21
    • 0022265334 scopus 로고
    • The liquefaction of sands, a collapse surface approach
    • J. A. Sladen, R. D. D. D'Hollander and J. Krahn, 'The liquefaction of sands, a collapse surface approach', Can. Geotech. J., 22(4), 564-578 (1985).
    • (1985) Can. Geotech. J. , vol.22 , Issue.4 , pp. 564-578
    • Sladen, J.A.1    D'Hollander, R.D.D.2    Krahn, J.3
  • 22
    • 0022082462 scopus 로고
    • A state parameter for sands
    • K. Been and M. G. Jefferies, 'A state parameter for sands', Geotechnique, 35(2), 99-112 (1985).
    • (1985) Geotechnique , vol.35 , Issue.2 , pp. 99-112
    • Been, K.1    Jefferies, M.G.2
  • 24
    • 0022211931 scopus 로고
    • An engineering approach to shear band formation in geological media
    • Nagoya
    • R. Nova, 'An engineering approach to shear band formation in geological media', Proc. 5th Int. Conf. on Numer. Meth. Geomech., Nagoya, 1985, pp. 509-516.
    • (1985) Proc. 5th Int. Conf. on Numer. Meth. Geomech. , pp. 509-516
    • Nova, R.1
  • 25
    • 85025055347 scopus 로고
    • A stress-strain relationship for the shearing behavior of sand
    • C. P. Wroth and N. Bassett, 'A stress-strain relationship for the shearing behavior of sand', Geotechnique 15(1), 32-56 (1965).
    • (1965) Geotechnique , vol.15 , Issue.1 , pp. 32-56
    • Wroth, C.P.1    Bassett, N.2
  • 27
    • 0027444078 scopus 로고
    • Non-sand: A simple critical state model for sand
    • M. G. Jefferies, 'Non-sand: a simple critical state model for sand', Geotechnique, 43(1), 91-103 (1993).
    • (1993) Geotechnique , vol.43 , Issue.1 , pp. 91-103
    • Jefferies, M.G.1
  • 28
    • 0018162082 scopus 로고
    • An experimental program to define yield function for sand
    • R. Nova and D. M. Wood, 'An experimental program to define yield function for sand', Soils and Foundations, 18(4), 77-86 (1978).
    • (1978) Soils and Foundations , vol.18 , Issue.4 , pp. 77-86
    • Nova, R.1    Wood, D.M.2
  • 29
    • 0001883239 scopus 로고
    • Yielding of sand in triaxial compression
    • F. Tatsuoka and K. Ishihara, 'Yielding of sand in triaxial compression', Soils and Foundations, 14, 6-76 (1974).
    • (1974) Soils and Foundations , vol.14 , pp. 6-76
    • Tatsuoka, F.1    Ishihara, K.2
  • 31
    • 0018060946 scopus 로고
    • A double hardening model for sand
    • P. A. Vermeer, 'A double hardening model for sand', Geotechnique, 28(4), 413-433 (1978).
    • (1978) Geotechnique , vol.28 , Issue.4 , pp. 413-433
    • Vermeer, P.A.1
  • 32
    • 0017722509 scopus 로고
    • Elasto-plastic stress strain theory for cohesionless soil with curved yield surfaces
    • P. V. Lade, 'Elasto-plastic stress strain theory for cohesionless soil with curved yield surfaces', Int. J. Solids Struct., 13(11), 1019-1035 (1977).
    • (1977) Int. J. Solids Struct. , vol.13 , Issue.11 , pp. 1019-1035
    • Lade, P.V.1
  • 33
    • 3643108550 scopus 로고
    • Constitutive relations for the soil: Present and future
    • Saada and Bianchini (eds.), Balkema
    • R. F. Scott, 'Constitutive relations for the soil: Present and future', in: Saada and Bianchini (eds.), Constitutive Equations for Granular Non-cohesive Soils Balkema, 1988, pp. 723-725.
    • (1988) Constitutive Equations for Granular Non-cohesive Soils , pp. 723-725
    • Scott, R.F.1
  • 35
    • 0022267668 scopus 로고    scopus 로고
    • Simple model for transient soil loading in earthquake analysis. Part 1: Basic model and its application
    • O. C. Zienkiewicz, K. H. Leung and M. Pastor, 'Simple model for transient soil loading in earthquake analysis. Part 1: Basic model and its application', Int. J. Numer. Anal. Meth. Geomech., 9, 453-476.
    • Int. J. Numer. Anal. Meth. Geomech. , vol.9 , pp. 453-476
    • Zienkiewicz, O.C.1    Leung, K.H.2    Pastor, M.3
  • 36
    • 0022736743 scopus 로고
    • The cone penetration test in sands: I, state parameter interpretation
    • K. Been, J. H. A. Crooks, D. E. Becker and MG. Jefferies, 'The cone penetration test in sands: I, state parameter interpretation', Geotechnique, 36(2), 239-249 (1986).
    • (1986) Geotechnique , vol.36 , Issue.2 , pp. 239-249
    • Been, K.1    Crooks, J.H.A.2    Becker, D.E.3    Jefferies, M.G.4
  • 37
    • 0023406916 scopus 로고
    • The cone penetration test in sands: II, general inference of state
    • K. Been, J. H. A. Crooks, D. E. Becker and M. G. Jefferies, 'The cone penetration test in sands: II, general inference of state', Geotechnique, 37(3), 285-299 (1987).
    • (1987) Geotechnique , vol.37 , Issue.3 , pp. 285-299
    • Been, K.1    Crooks, J.H.A.2    Becker, D.E.3    Jefferies, M.G.4
  • 38
    • 0023406916 scopus 로고
    • The critical state of sands
    • K. Been, M. G. Jefferies and J. E. Hachey, 'The critical state of sands', Geotechnique, 37(3), 285-299 (1991).
    • (1991) Geotechnique , vol.37 , Issue.3 , pp. 285-299
    • Been, K.1    Jefferies, M.G.2    Hachey, J.E.3
  • 39
    • 0027799587 scopus 로고
    • The behavior of granular soils at elevated stresses
    • Wroth Memorial Symposium, Thomas Telford, London
    • M. R. Coop and I. K. Lee, 'The behavior of granular soils at elevated stresses', Predictive Soil Mechanics, Wroth Memorial Symposium, Thomas Telford, London, 1993, pp. 186-198.
    • (1993) Predictive Soil Mechanics , pp. 186-198
    • Coop, M.R.1    Lee, I.K.2
  • 40
    • 0001689268 scopus 로고
    • A fundamental principle of similarity in model tests for earth pressure problems
    • K. H. Roscoe and H. B. Poorooshasb, 'A fundamental principle of similarity in model tests for earth pressure problems', Proc. 2nd Asian Conference on Soil Mechanics, Vol 1, 1963, 134-140.
    • (1963) Proc. 2nd Asian Conference on Soil Mechanics , vol.1 , pp. 134-140
    • Roscoe, K.H.1    Poorooshasb, H.B.2
  • 43
    • 0024476175 scopus 로고
    • The behavior of very loose sand in the triaxial compression test
    • J. A. Sladen and J. M. Oswell, 'The behavior of very loose sand in the triaxial compression test', Can. Geotech. J., 26, 103-113 (1989).
    • (1989) Can. Geotech. J. , vol.26 , pp. 103-113
    • Sladen, J.A.1    Oswell, J.M.2
  • 44
    • 0027800096 scopus 로고
    • Towards systematic CPT interpretation
    • Wroth Memorial Symposium, Thomas Telford, London
    • K. Been and M. G. Jefferies, 'Towards systematic CPT interpretation', Predictive Soil Mechanics, Wroth Memorial Symposium, Thomas Telford, London 1993, pp. 121-134.
    • (1993) Predictive Soil Mechanics , pp. 121-134
    • Been, K.1    Jefferies, M.G.2
  • 46
    • 0026269081 scopus 로고
    • On the mechanics of state parameter models for sands
    • G. Beer, J. R. Booker and J. P. Carter (eds.), Balkema
    • I. F. Collins, 'On the mechanics of state parameter models for sands', in: G. Beer, J. R. Booker and J. P. Carter (eds.), Computer Methods and Advances in Geomechanics, Balkema, Vol. 1, 1991, pp. 593-599.
    • (1991) Computer Methods and Advances in Geomechanics , vol.1 , pp. 593-599
    • Collins, I.F.1
  • 48
    • 0028667282 scopus 로고
    • State parameter from self-boring pressuremeter tests in sand
    • H. S. Yu, 'State parameter from self-boring pressuremeter tests in sand', J. Geotech. Engng. ASCE, 120(12), 2118-2135 (1994).
    • (1994) J. Geotech. Engng. ASCE , vol.120 , Issue.12 , pp. 2118-2135
    • Yu, H.S.1
  • 49
    • 0029668967 scopus 로고    scopus 로고
    • Interpretation of pressuremeter unloading tests in sand
    • H. S. Yu, 'Interpretation of pressuremeter unloading tests in sand', Geotechnique, 46(1), 17-34 (1996).
    • (1996) Geotechnique , vol.46 , Issue.1 , pp. 17-34
    • Yu, H.S.1
  • 50
    • 0021788483 scopus 로고
    • A plasticity theory without Drucker's postulate for granular materials
    • H. W. Chandler, 'A plasticity theory without Drucker's postulate for granular materials', J. Mech. Phys. Solids, 33, 215-226 (1985).
    • (1985) J. Mech. Phys. Solids , vol.33 , pp. 215-226
    • Chandler, H.W.1
  • 51
    • 0017633233 scopus 로고
    • Two-invariants dependent model of granular media
    • P. Wilde, 'Two-invariants dependent model of granular media', Archives Mech., 29, 799-809 (1977).
    • (1977) Archives Mech. , vol.29 , pp. 799-809
    • Wilde, P.1
  • 52
    • 0017720039 scopus 로고
    • On the hardening of soils
    • R. Nova, 'On the hardening of soils', Archiwum Mechaniki Stosowaney, 29, 445-458 (1977).
    • (1977) Archiwum Mechaniki Stosowaney , vol.29 , pp. 445-458
    • Nova, R.1
  • 53
    • 0022810187 scopus 로고
    • Bounding surface plasticity model for sands
    • J. P. Bardet, 'Bounding surface plasticity model for sands', Proc. ASCE, J. Engng. Mech., 112(11), 1198-1217 (1986).
    • (1986) Proc. ASCE, J. Engng. Mech. , vol.112 , Issue.11 , pp. 1198-1217
    • Bardet, J.P.1
  • 54
    • 0028669149 scopus 로고
    • Unified critical state bounding surface plasticity model for soil
    • R.S. Crouch, J. P. Wolf and Y.F. Dafalias, 'Unified critical state bounding surface plasticity model for soil', Proc. ASCE, J. Engng. Mech., 120(11), 2251-2270 (1994).
    • (1994) Proc. ASCE, J. Engng. Mech. , vol.120 , Issue.11 , pp. 2251-2270
    • Crouch, R.S.1    Wolf, J.P.2    Dafalias, Y.F.3
  • 56
    • 0030151705 scopus 로고    scopus 로고
    • Disturbed state constitutive modelling based on stress-strain and nondestructive behaviour
    • C. S. Desai and J. Toth, Disturbed state constitutive modelling based on stress-strain and nondestructive behaviour', Int. J. Solids and Struct., 33(11), 1619-1650 (1996).
    • (1996) Int. J. Solids and Struct. , vol.33 , Issue.11 , pp. 1619-1650
    • Desai, C.S.1    Toth, J.2
  • 57
    • 0027039004 scopus 로고
    • Modelling of joints and interfaces using the disturbed state concept
    • C. S. Desai and Y. Ma, 'Modelling of joints and interfaces using the disturbed state concept', Int. J. Numer. Anal. Meth. Geomech., 16, 623-653 (1992).
    • (1992) Int. J. Numer. Anal. Meth. Geomech. , vol.16 , pp. 623-653
    • Desai, C.S.1    Ma, Y.2
  • 58
    • 0029416454 scopus 로고
    • Modelling and testing of cohesive soil using the disturbed state concept
    • D. R. Katti and C. S. Desai, 'Modelling and testing of cohesive soil using the disturbed state concept', J. Engng. Mech. ASCE, 121, 648-658 (1994).
    • (1994) J. Engng. Mech. ASCE , vol.121 , pp. 648-658
    • Katti, D.R.1    Desai, C.S.2
  • 59
    • 0000738064 scopus 로고
    • The stress-dilatancy relation for static equilibrium of an assembly of particles in contact
    • P. W. Rowe, 'The stress-dilatancy relation for static equilibrium of an assembly of particles in contact', Proc. Roy. Soc., 267, 500-527 (1962).
    • (1962) Proc. Roy. Soc. , vol.267 , pp. 500-527
    • Rowe, P.W.1
  • 60
    • 0002549112 scopus 로고
    • Theoretical meaning and observed values of deformation parameters for soil
    • Roscoe Memorial Symp. Foulis
    • P. W. Rowe, 'Theoretical meaning and observed values of deformation parameters for soil', in: Stress-strain behaviour of soils, Roscoe Memorial Symp. Foulis, 1972, pp. 143-194.
    • (1972) Stress-strain Behaviour of Soils , pp. 143-194
    • Rowe, P.W.1
  • 61
    • 84978857333 scopus 로고
    • Yielding of clays in states wetter than critical
    • K. H. Roscoe, A. N. Schofield and A. Thurairajah, 'Yielding of clays in states wetter than critical', Geotechnique, 13(3), 211-240 (1963).
    • (1963) Geotechnique , vol.13 , Issue.3 , pp. 211-240
    • Roscoe, K.H.1    Schofield, A.N.2    Thurairajah, A.3
  • 62
    • 0022674149 scopus 로고
    • The strength and dilatancy of sands
    • M. D. Bolton, 'The strength and dilatancy of sands', Geotechnique, 36(1), 65-78 (1986).
    • (1986) Geotechnique , vol.36 , Issue.1 , pp. 65-78
    • Bolton, M.D.1
  • 64
    • 0002811116 scopus 로고
    • Soil mechanics - Property characterization and analysis procedures
    • San Francisco
    • C. P. Wroth, and G. T. Houlsby, 'Soil mechanics - property characterization and analysis procedures', Proc. 11th ICSMFE, San Francisco, Vol 1, 1985, pp. 1-57.
    • (1985) Proc. 11th ICSMFE , vol.1 , pp. 1-57
    • Wroth, C.P.1    Houlsby, G.T.2
  • 67
    • 0027007897 scopus 로고
    • Mechanical properties of reconstituted Bothkennar soil
    • M. A. Allman and J. H. Atkinson, 'Mechanical properties of reconstituted Bothkennar soil', Geotechnique, 42(2), 289-301 (1992).
    • (1992) Geotechnique , vol.42 , Issue.2 , pp. 289-301
    • Allman, M.A.1    Atkinson, J.H.2
  • 68
    • 0028167076 scopus 로고
    • State boundary surface for very loose sand and its practical applications
    • S. Sasitharan, P. K. Robertson, D.C. Sego and N. R. Morgenstern, 'State boundary surface for very loose sand and its practical applications', Can. Geotech. J., 31, 321-334 (1994).
    • (1994) Can. Geotech. J. , vol.31 , pp. 321-334
    • Sasitharan, S.1    Robertson, P.K.2    Sego, D.C.3    Morgenstern, N.R.4


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