A kinematic hardening constitutive model for sands: the multiaxial formulation
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| Veröffentlicht in: | International journal for numerical and analytical methods in geomechanics Jg. 23; H. 9; S. 925 - 965 |
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| Hauptverfasser: | , |
| Format: | Journal Article |
| Sprache: | Englisch |
| Veröffentlicht: |
Chichester, UK
John Wiley & Sons, Ltd
10.08.1999
Wiley |
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| ISSN: | 0363-9061, 1096-9853 |
| Online-Zugang: | Volltext |
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| Author | Muir Wood, D. Gajo, A. |
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| Author_xml | – sequence: 1 givenname: A. surname: Gajo fullname: Gajo, A. organization: University of Trento, 38050 Trento, Italy – sequence: 2 givenname: D. surname: Muir Wood fullname: Muir Wood, D. organization: University of Bristol, Bristol BS8 1TR, U.K |
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| Cites_doi | 10.1002/nag.1610181102 10.1680/geot.1985.35.2.99 10.3208/sandf1972.15.29 10.1016/0022-5096(67)90030-0 10.1007/BF01181053 10.1680/geot.1994.44.2.335 10.1680/geot.1997.47.2.255 |
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| Issue | 9 |
| Keywords | Constitutive equation Shear Sand Plastic flow Stress strain relation Mechanical properties Multiaxial load Soil mechanics Stress path Hardening Experimental result Elastoplasticity Kinematics Yield strength Simulation model Comparative study |
| Language | English |
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| References | R. S. Crouch and J. P. Wolf, 'Unified 3D critical state bounding-surface plasticity model for soils incorporating continuous plastic loading under cyclic paths. Part 1: constitutive relations', Int. J. Numer. Analyt. Meth. Geomech., 18, 735-758 (1994). Z. Mroz, 'On the description of anisotropic work hadening', J. Mech. Phys. Solids, 15, 163-175 (1967). B. O. Hardin and W. L. Black, 'Sand stiffness under various triaxial stresses', J. Soil Mech. Found. Div., ASCE, 92(SM2), 353-369 (1966). Y. F. Dafalias and E. P. Popov, 'A model of nonlinear hardening materials for complex loading', Acta Mechanica, 21, 173-192 (1975). K. Been and M. G. Jefferies, 'A state parameter for sands', Géotechnique, 35(1), 99-112 (1985). D. Muir Wood, K. Belkheir and D. F. Liu, 'Strain softening and state parameter for sand modelling', Géotechnique, 44(2), 335-339 (1994). M. T. Manzari and Y. F. Dafalias, 'A critical state two-surface plasticity model for sands', Géotechnique, 47(2), 255-272 (1997). A. Saada and G. Bianchini (eds), Constitutive Equations for Granular Non-Cohesive Soils, Balkema, Rotterdam, 1988. K. Ishihara, F. Tatsuoka and S. Yasuda, 'Undrained deformation and liquefaction of sand under cyclic stresses', Soils Found., 15(1), 29-44 (1975). M. Mokni and J. Desrues, 'Experimental strain localisation in undrained biaxial tests on sand, Mechanics of Cohesive-Frictional Materials', submitted. P. V. Lade and J. M. Dancan, 'Elastoplastic stress-strain theory for cohesionless soil', J. Soil Mech. Found. Div., ASCE, 101(GT10), 1037-1053 (1975). A. Gajo and D. Muir Wood, 'A kinematic hardening constitutive model for sands: the q-p formulation', Géotechnique (in press). Ishihara (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB16) 1975; 15 Muir Wood (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB1) 1994; 44 Been (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB2) 1985; 35 Matsuoka (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB12) 1974 Stroud (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB18) 1971 Lefebvre (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB19) 1987 Dafalias (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB4) 1975; 21 Hardin (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB17) 1966; 92 Saada (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB20) 1988 Mroz (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB5) 1967; 15 Hashiguchi (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB8) 1985 Desrues (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB24) 1996 Bahloul (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB27) 1990 Willam (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB14) 1974 Roscoe (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB15) 1963 Baladi (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB22) 1988 Boehler (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB10) 1985 Manzari (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB3) 1997; 47 Ghaboussi (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB7) 1982 Crouch (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB9) 1994; 18 Lade (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB13) 1975; 101 Darve (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB23) 1988 Gajo (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB6) Mokni (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB25) Desrues (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB26) 1997 Bardet (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB21) 1988 Argyris (10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB11) 1973 |
| References_xml | – reference: A. Gajo and D. Muir Wood, 'A kinematic hardening constitutive model for sands: the q-p formulation', Géotechnique (in press). – reference: B. O. Hardin and W. L. Black, 'Sand stiffness under various triaxial stresses', J. Soil Mech. Found. Div., ASCE, 92(SM2), 353-369 (1966). – reference: R. S. Crouch and J. P. Wolf, 'Unified 3D critical state bounding-surface plasticity model for soils incorporating continuous plastic loading under cyclic paths. Part 1: constitutive relations', Int. J. Numer. Analyt. Meth. Geomech., 18, 735-758 (1994). – reference: K. Ishihara, F. Tatsuoka and S. Yasuda, 'Undrained deformation and liquefaction of sand under cyclic stresses', Soils Found., 15(1), 29-44 (1975). – reference: Y. F. Dafalias and E. P. Popov, 'A model of nonlinear hardening materials for complex loading', Acta Mechanica, 21, 173-192 (1975). – reference: P. V. Lade and J. M. Dancan, 'Elastoplastic stress-strain theory for cohesionless soil', J. Soil Mech. Found. Div., ASCE, 101(GT10), 1037-1053 (1975). – reference: A. Saada and G. Bianchini (eds), Constitutive Equations for Granular Non-Cohesive Soils, Balkema, Rotterdam, 1988. – reference: M. Mokni and J. Desrues, 'Experimental strain localisation in undrained biaxial tests on sand, Mechanics of Cohesive-Frictional Materials', submitted. – reference: K. Been and M. G. Jefferies, 'A state parameter for sands', Géotechnique, 35(1), 99-112 (1985). – reference: Z. Mroz, 'On the description of anisotropic work hadening', J. Mech. Phys. Solids, 15, 163-175 (1967). – reference: D. Muir Wood, K. Belkheir and D. F. Liu, 'Strain softening and state parameter for sand modelling', Géotechnique, 44(2), 335-339 (1994). – reference: M. T. Manzari and Y. F. Dafalias, 'A critical state two-surface plasticity model for sands', Géotechnique, 47(2), 255-272 (1997). – year: 1987 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB19 – volume: 18 start-page: 735 year: 1994 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB9 publication-title: Int. J. Numer. Analyt. Meth. Geomech. doi: 10.1002/nag.1610181102 – volume: 35 start-page: 99 year: 1985 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB2 publication-title: Géotechnique doi: 10.1680/geot.1985.35.2.99 – year: 1963 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB15 – volume-title: Constitutive Equations for Granular Non-Cohesive Soils year: 1988 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB20 – year: 1974 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB12 – volume-title: Seminar on Concrete Structures Subjected to Tri-axial Stresses year: 1974 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB14 – volume: 15 start-page: 29 year: 1975 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB16 publication-title: Soils Found. doi: 10.3208/sandf1972.15.29 – volume: 15 start-page: 163 year: 1967 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB5 publication-title: J. Mech. Phys. Solids doi: 10.1016/0022-5096(67)90030-0 – ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB25 publication-title: Mechanics of Cohesive-Frictional Materials – year: 1985 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB8 – start-page: 313 volume-title: Soil Mechanics: Transient and Cyclic Loads year: 1982 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB7 – start-page: 483 volume-title: Plasticity Today: Modeling, Methods and Applications year: 1985 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB10 – year: 1990 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB27 – ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB6 publication-title: Géotechnique – year: 1973 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB11 – year: 1997 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB26 – volume: 21 start-page: 173 year: 1975 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB4 publication-title: Acta Mechanica doi: 10.1007/BF01181053 – start-page: 115 volume-title: Constitutive Equations for Granular Non-Cohesive Soils year: 1988 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB22 – start-page: 237 volume-title: Constitutive Equations for Granular Non-Cohesive Soils year: 1988 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB23 – year: 1996 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB24 – volume: 92 start-page: 353 year: 1966 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB17 publication-title: J. Soil Mech. Found. Div. – year: 1971 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB18 – volume: 44 start-page: 335 year: 1994 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB1 publication-title: Géotechnique doi: 10.1680/geot.1994.44.2.335 – volume: 101 start-page: 1037 year: 1975 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB13 publication-title: J. Soil Mech. Found. Div. – volume: 47 start-page: 255 year: 1997 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB3 publication-title: Géotechnique doi: 10.1680/geot.1997.47.2.255 – start-page: 131 volume-title: Constitutive Equations for Granular Non-Cohesive Soils year: 1988 ident: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M-BIB21 |
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| SubjectTerms | Applied sciences Buildings. Public works constitutive model Exact sciences and technology Geotechnics invariants kinematic hardening multiaxial space sand simple shear Soil mechanics. Rocks mechanics state parameter |
| Title | A kinematic hardening constitutive model for sands: the multiaxial formulation |
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