-
1
-
-
0025620944
-
Effect of recent stress history on the stiffness of overconsolidated soil
-
Atkinson, J. H., Richardson, D. and Stallebrass, S. E. (1990) Effect of recent stress history on the stiffness of overconsolidated soil, Géotechnique, Vol. 40, No. 4, 531-540
-
(1990)
Géotechnique
, vol.40
, Issue.4
, pp. 531-540
-
-
Atkinson, J.H.1
Richardson, D.2
Stallebrass, S.E.3
-
2
-
-
0017910984
-
Endochronic inelasticity and incremental plasticity
-
Bazant, Z. P. (1978) Endochronic inelasticity and incremental plasticity, Int. J. Solids Struct., Vol. 14, 691-714
-
(1978)
Int. J. Solids Struct.
, vol.14
, pp. 691-714
-
-
Bazant, Z.P.1
-
3
-
-
33744516185
-
Confirmation of Biot's Theory
-
Berryman, J. G. (1980) Confirmation of Biot's Theory, Applied Physics Letters, Vol 37, 382-384
-
(1980)
Applied Physics Letters
, vol.37
, pp. 382-384
-
-
Berryman, J.G.1
-
4
-
-
0031257404
-
Coupling plasticity and energy-conserving elasticity models for clays
-
Borja, R. I., Tamagnini, C. and Amorosi, A. (1997) Coupling plasticity and energy-conserving elasticity models for clays, Proc. ASCE, J. Geotechnical Eng., Vol. 123, No. 10, 948-956
-
(1997)
Proc. ASCE, J. Geotechnical Eng.
, vol.123
, Issue.10
, pp. 948-956
-
-
Borja, R.I.1
Tamagnini, C.2
Amorosi, A.3
-
5
-
-
0018712811
-
A natural compression law for soils (an advance on e-log p')
-
Butterfield, R. (1979) A natural compression law for soils (an advance on e-log p'), Géotechnique, Vol. 29, No. 4, 469-480
-
(1979)
Géotechnique
, vol.29
, Issue.4
, pp. 469-480
-
-
Butterfield, R.1
-
7
-
-
0001792729
-
Associated and non-associated aspects of the constitutive laws for coupled elastic/plastic materials
-
Collins, I. F. (2002) Associated and non-associated aspects of the constitutive laws for coupled elastic/plastic materials, Int. J. Geomechanics, Vol. 2, No. 2, 259-267
-
(2002)
Int. J. Geomechanics
, vol.2
, Issue.2
, pp. 259-267
-
-
Collins, I.F.1
-
8
-
-
0038638542
-
A systematic procedure for constructing critical state models in three dimensions
-
Collins, I. F. (2003) A systematic procedure for constructing critical state models in three dimensions, Int. J. Solids Struct, Vol. 40, No. 17, 4379-4397
-
(2003)
Int. J. Solids Struct
, vol.40
, Issue.17
, pp. 4379-4397
-
-
Collins, I.F.1
-
9
-
-
0036828679
-
A theoretical framework for constructing elastic/plastic constitutive models of triaxial tests
-
Collins, I. F. and Hilder, T. (2002). A theoretical framework for constructing elastic/plastic constitutive models of triaxial tests, Int. J. Numer. Anal. Methods Geomech., Vol. 26, 1313-1347
-
(2002)
Int. J. Numer. Anal. Methods Geomech.
, vol.26
, pp. 1313-1347
-
-
Collins, I.F.1
Hilder, T.2
-
10
-
-
0000695350
-
Application of thermomechanical principles to the modelling of geotechnical materials
-
Collins, I. F. and Houlsby, G. T. (1997) Application of thermomechanical principles to the modelling of geotechnical materials, Proc. R. Soc. London, Series A, Vol. 453, 1975-2001
-
(1997)
Proc. R. Soc. London, Series A
, vol.453
, pp. 1975-2001
-
-
Collins, I.F.1
Houlsby, G.T.2
-
11
-
-
0036741039
-
A thermomechanical analysis of a family of soil models
-
Collins, I. F. and Kelly, P. A. (2002) A thermomechanical analysis of a family of soil models, Géotechnique, Vol. 52, No. 7, 507-518
-
(2002)
Géotechnique
, vol.52
, Issue.7
, pp. 507-518
-
-
Collins, I.F.1
Kelly, P.A.2
-
12
-
-
0242488959
-
On the relationship between stress-dilatancy
-
Collins, I. F. and Muhunthan, B. (2003) On the relationship between stress-dilatancy, anisotropy, and plastic dissipation for granular materials, Géotechnique, Vol. 53, No. 7, 611-618
-
(2003)
Anisotropy, and Plastic Dissipation for Granular Materials, Géotechnique
, vol.53
, Issue.7
, pp. 611-618
-
-
Collins, I.F.1
Muhunthan, B.2
-
14
-
-
0003003528
-
Bounding surface formulation of soil plasticity
-
G. N. Pande and O. C. Zienkiewicz eds., Wiley, New York
-
Dafalias, Y. F. and Herrmann, L. R., (1982) Bounding surface formulation of soil plasticity, in G. N. Pande and O. C. Zienkiewicz (eds.), Soil mechanics: Transient and cyclic loads, Wiley, New York, 253-282
-
(1982)
Soil Mechanics: Transient and Cyclic Loads
, pp. 253-282
-
-
Dafalias, Y.F.1
Herrmann, L.R.2
-
16
-
-
0001840230
-
A more fundamental approach to plastic stress-strain relations
-
June
-
Drucker, D. C. (1951) A more fundamental approach to plastic stress-strain relations, Proc. 1st U. S. Nat. Congr. Appl. Mech. ASME, June, 487-491
-
(1951)
Proc. 1st U. S. Nat. Congr. Appl. Mech. ASME
, pp. 487-491
-
-
Drucker, D.C.1
-
17
-
-
85137263885
-
A definition of a stable inelastic material
-
Drucker, D. C. (1959) A definition of a stable inelastic material, J. Appl. Mech., Vol 26, 101-106
-
(1959)
J. Appl. Mech.
, vol.26
, pp. 101-106
-
-
Drucker, D.C.1
-
19
-
-
3142689776
-
Thermomechanical relations between stress-space and strain-space models
-
Einav, I. (2004) Thermomechanical relations between stress-space and strain-space models, Géotechnique, Vol. 54, No. 5, 315-318
-
(2004)
Géotechnique
, vol.54
, Issue.5
, pp. 315-318
-
-
Einav, I.1
-
20
-
-
23844451597
-
Energy and variational principles for piles in dissipative soil
-
Einav, I. (2005) Energy and variational principles for piles in dissipative soil, Géotechnique, Vol. 55, No. 7, 515-525
-
(2005)
Géotechnique
, vol.55
, Issue.7
, pp. 515-525
-
-
Einav, I.1
-
21
-
-
0347300615
-
Evaluation of continuous hyperplastic critical state (CHCS) model
-
Einav, I. and Puzrin, A. M. (2003) Evaluation of continuous hyperplastic critical state (CHCS) model, Géotechnique, Vol. 53, No. 10, 901-913
-
(2003)
Géotechnique
, vol.53
, Issue.10
, pp. 901-913
-
-
Einav, I.1
Puzrin, A.M.2
-
22
-
-
0942291395
-
Pressure-dependent elasticity and energy conservation in elastoplastic models for soils
-
Einav, I. and Puzrin, A. M. (2004a) Pressure-dependent elasticity and energy conservation in elastoplastic models for soils, J. Geotechnical Geoenvironmental Eng., Vol. 130, No. 1, 81-92
-
(2004)
J. Geotechnical Geoenvironmental Eng.
, vol.130
, Issue.1
, pp. 81-92
-
-
Einav, I.1
Puzrin, A.M.2
-
23
-
-
0344155295
-
Continuous hyperplastic critical state (CHCS) model: Derivation
-
Einav, I. and Puzrin, A. M. (2004b), Continuous hyperplastic critical state (CHCS) model: derivation, Int. J. Solids Struct, Vol. 41, No. 1, 199-226
-
(2004)
Int. J. Solids Struct
, vol.41
, Issue.1
, pp. 199-226
-
-
Einav, I.1
Puzrin, A.M.2
-
24
-
-
0042322594
-
Numerical studies of hyperplasticity with single, multiple and a continuous field of yield surfaces
-
Einav, I., Puzrin, A. M., and Houlsby, G. T. (2003a) Numerical studies of hyperplasticity with single, multiple and a continuous field of yield surfaces, Int. J. Numer. Anal. Methods Geomechanics, Vol. 27, No. 10, 837-858
-
(2003)
Int. J. Numer. Anal. Methods Geomechanics
, vol.27
, Issue.10
, pp. 837-858
-
-
Einav, I.1
Puzrin, A.M.2
Houlsby, G.T.3
-
25
-
-
84889792069
-
Continuous hyperplastic models for overconsolidated clays, Mathematical and Computer Modelling, special issue on Mathematical Models in Geomechanics
-
Sept. 19-22
-
Einav, I., Puzrin, A. M., and Houlsby, G. T. (2003b) Continuous hyperplastic models for overconsolidated clays, Mathematical and Computer Modelling, special issue on Mathematical Models in Geomechanics, Proc. Symp. at Scilla di Reggio Calabria, Sept. 19-22, 2000, Vol. 37, Nos. 5/6, 515-523
-
(2000)
Proc. Symp. at Scilla di Reggio Calabria
, vol.37
, Issue.5-6
, pp. 515-523
-
-
Einav, I.1
Puzrin, A.M.2
Houlsby, G.T.3
-
27
-
-
0003558245
-
Piling engineering
-
Fleming, W. G. K., Weltman, A. J., Randolph, M. F. and Elson, W. K. (1985) Piling engineering, Surrey University Press
-
(1985)
Surrey University Press
-
-
Fleming, W.G.K.1
Weltman, A.J.2
Randolph, M.F.3
Elson, W.K.4
-
29
-
-
13044306004
-
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. Anal. Methods Geomechanics, Vol. 23, No. 9, 925-965
-
(1999)
Int. J. Numer. Anal. Methods Geomechanics
, vol.23
, Issue.9
, pp. 925-965
-
-
Gajo, A.1
Muir Wood, D.2
-
30
-
-
0020642586
-
Elastic anisotropy of a natural clay
-
June
-
Graham, J. and Houlsby, G. T. (1983) Elastic anisotropy of a natural clay,. Géotechnique, Vol. 33, No. 2, June, 165-180;
-
(1983)
Géotechnique
, vol.33
, Issue.2
, pp. 165-180
-
-
Graham, J.1
Houlsby, G.T.2
-
31
-
-
84889814571
-
-
corrigendum:, Sept
-
corrigendum: Géotechnique, 33(3), Sept. 1983, 354
-
(1983)
Géotechnique
, vol.33
, Issue.3
, pp. 354
-
-
-
33
-
-
49749207335
-
Some basic principles in the mechanics of solids without a natural time
-
Hill, R. (1959) Some basic principles in the mechanics of solids without a natural time, J. Mech. Phys. Solids, Vol. 7, 209-225
-
(1959)
J. Mech. Phys. Solids
, vol.7
, pp. 209-225
-
-
Hill, R.1
-
34
-
-
0018202497
-
Aspects of invariance in solid mechanics
-
Hill, R. (1978) Aspects of invariance in solid mechanics, Adv. Appl. Mech., Vol. 18, 39-63
-
(1978)
Adv. Appl. Mech.
, vol.18
, pp. 39-63
-
-
Hill, R.1
-
35
-
-
84971180690
-
Invariance relations in thermoelasticity with generalised variables
-
Hill, R. (1981) Invariance relations in thermoelasticity with generalised variables, Math. Proc. Cambridge Philos. Soc, Vol. 90, 373-384
-
(1981)
Math. Proc. Cambridge Philos. Soc
, vol.90
, pp. 373-384
-
-
Hill, R.1
-
36
-
-
0023133928
-
Constitutive dual potentials in classical plasticity
-
Hill, R. (1987) Constitutive dual potentials in classical plasticity, J. Mech. Phys. Solids, Vol. 35, 23-33
-
(1987)
J. Mech. Phys. Solids
, vol.35
, pp. 23-33
-
-
Hill, R.1
-
38
-
-
0018724820
-
The work input to a granular material
-
Houlsby, G. T. (1979) The work input to a granular material, Géotechnique, Vol. 29, No. 3, 354-358
-
(1979)
Géotechnique
, vol.29
, Issue.3
, pp. 354-358
-
-
Houlsby, G.T.1
-
40
-
-
0020277817
-
A derivation of the small-strain incremental theory of plasticity from thermomechanics
-
Delft, Holland, August 28-30
-
Houlsby, G. T. (1982) A derivation of the small-strain incremental theory of plasticity from thermomechanics, Proc. Int. Union Theor. Appl. Mech. (IUTAM) Conf. Deformation and Flow of Granular Materials, Delft, Holland, August 28-30, 109-118
-
(1982)
Proc. Int. Union Theor. Appl. Mech. (IUTAM) Conf. Deformation and Flow of Granular Materials
, pp. 109-118
-
-
Houlsby, G.T.1
-
41
-
-
0022228301
-
The use of a variable shear modulus in elastic-plastic models for clays
-
Houlsby, G. T. (1985) The use of a variable shear modulus in elastic-plastic models for clays, Comput. Geotechnics, Vol. 1, 3-13
-
(1985)
Comput. Geotechnics
, vol.1
, pp. 3-13
-
-
Houlsby, G.T.1
-
42
-
-
0022738852
-
A general failure criterion for frictional and cohesive materials
-
Houlsby, G. T. (1986) A general failure criterion for frictional and cohesive materials, Soils Found., Vol. 26, No. 2, 97-101
-
(1986)
Soils Found.
, vol.26
, Issue.2
, pp. 97-101
-
-
Houlsby, G.T.1
-
43
-
-
0002937445
-
Interpretation of dilation as a kinematic constraint
-
Horton, Greece, June 12-16
-
Houlsby, G. T. (1992) Interpretation of dilation as a kinematic constraint, Proc. Workshop on Modern Approaches to Plasticity, Horton, Greece, June 12-16, 19-38
-
(1992)
Proc. Workshop on Modern Approaches to Plasticity
, pp. 19-38
-
-
Houlsby, G.T.1
-
44
-
-
0342392798
-
Derivation of incremental stress-strain response for plasticity models based on thermodynamic functions
-
Cambridge, July 15-17, Kluwer
-
Houlsby, G. T. (1996) Derivation of incremental stress-strain response for plasticity models based on thermodynamic functions, Proc. Int. Union Theor. Appl. Mech. (IUTAM) Symp. Mech. Granular Porous Mater., Cambridge, July 15-17, Kluwer, 161-172
-
(1996)
Proc. Int. Union Theor. Appl. Mech. (IUTAM) Symp. Mech. Granular Porous Mater.
, pp. 161-172
-
-
Houlsby, G.T.1
-
45
-
-
0031105840
-
The work input to an unsaturated granular material
-
Houlsby, G. T. (1997) The work input to an unsaturated granular material, Géotechnique, Vol. 47, No. 1, 193-196
-
(1997)
Géotechnique
, vol.47
, Issue.1
, pp. 193-196
-
-
Houlsby, G.T.1
-
46
-
-
0001613760
-
A model for the variable stiffness of undrained clay
-
Torino, September 26-29, Balkema
-
Houlsby, G. T. (1999) A model for the variable stiffness of undrained clay, Proc. Int. Symp. Pre-Failure Deformation Soils, Torino, September 26-29, Balkema, Vol. 1, 443-450
-
(1999)
Proc. Int. Symp. Pre-Failure Deformation Soils
, vol.1
, pp. 443-450
-
-
Houlsby, G.T.1
-
47
-
-
0010535968
-
Critical state models and small-strain stiffness, Developments in Theoretical Geomechanics
-
November 16-17, Balkema
-
Houlsby, G. T. (2000) Critical state models and small-strain stiffness, Developments in Theoretical Geomechanics, Proc. Booker Memorial Symp., Sydney, November 16-17, Balkema, 295-312
-
(2000)
Proc. Booker Memorial Symp., Sydney
, pp. 295-312
-
-
Houlsby, G.T.1
-
48
-
-
30944453022
-
Some mathematics for the constitutive modelling of soils
-
Horton, Greece, Advanced Mathematical and Computational Geomechanics, ed. D. Kolymbas, Springer
-
Houlsby, G. T. (2002) Some mathematics for the constitutive modelling of soils, Proc. Conf. Math. Methods Geomechanics, Horton, Greece, Advanced Mathematical and Computational Geomechanics, ed. D. Kolymbas, Springer, 35-53
-
(2002)
Proc. Conf. Math. Methods Geomechanics
, pp. 35-53
-
-
Houlsby, G.T.1
-
49
-
-
21344455713
-
Elastic moduli of soils dependent on pressure: A hyperelastic formulation
-
June
-
Houlsby, G. T. Amorosi, A., and Rojas, E. (2005) Elastic moduli of soils dependent on pressure: a hyperelastic formulation, Géotechnique, Vol. 55, No. 5, June, 383-392
-
(2005)
Géotechnique
, vol.55
, Issue.5
, pp. 383-392
-
-
Houlsby, G.T.1
Amorosi, A.2
Rojas, E.3
-
50
-
-
0036521660
-
A plasticity model for the behaviour of footings on sand under combined loading
-
March
-
Houlsby, G. T. and Cassidy, M. J. (2002) A plasticity model for the behaviour of footings on sand under combined loading, Géotechnique, Vol. 52, No. 2, March, 117-129
-
(2002)
Géotechnique
, vol.52
, Issue.2
, pp. 117-129
-
-
Houlsby, G.T.1
Cassidy, M.J.2
-
51
-
-
23844480705
-
A generalised Winkler model for the behaviour of shallow foundations
-
Houlsby, G. T, Cassidy, M. J., and Einav, I. (2005) A generalised Winkler model for the behaviour of shallow foundations, Géotechnique, Vol. 55, No. 6, 449-460
-
(2005)
Géotechnique
, vol.55
, Issue.6
, pp. 449-460
-
-
Houlsby, G.T.1
Cassidy, M.J.2
Einav, I.3
-
52
-
-
84888039778
-
A continuous hyperplasticity model for sands under cyclic loading
-
Bochum, Germany, March 31-April 2
-
Houlsby, G. T and Mortara, G. (2004) A continuous hyperplasticity model for sands under cyclic loading, Proc. Int. Conf. Cyclic Behav. Soils Liquefaction Phenomena, Bochum, Germany, March 31-April 2, 21-26
-
(2004)
Proc. Int. Conf. Cyclic Behav. Soils Liquefaction Phenomena
, pp. 21-26
-
-
Houlsby, G.T.1
Mortara, G.2
-
53
-
-
84889869876
-
An approach to plasticity based on generalised thermodynamics
-
Horton, Greece
-
Houlsby, G. T. and Puzrin, A. M. (1999) An approach to plasticity based on generalised thermodynamics, Proc. Int. Symp. Hypoplasticity, Horton, Greece, 233-245
-
(1999)
Proc. Int. Symp. Hypoplasticity
, pp. 233-245
-
-
Houlsby, G.T.1
Puzrin, A.M.2
-
54
-
-
0033719237
-
A thermomechanical framework for constitutive models for rate-independent dissipative materials
-
Houlsby, G. T. and Puzrin, A. M. (2000) A thermomechanical framework for constitutive models for rate-independent dissipative materials, Int. J. Plasticity, Vol. 16, No. 9, 1017-1047
-
(2000)
Int. J. Plasticity
, vol.16
, Issue.9
, pp. 1017-1047
-
-
Houlsby, G.T.1
Puzrin, A.M.2
-
55
-
-
0036245453
-
Rate-dependent plasticity models derived from potential functions
-
Jan./Feb.
-
Houlsby, G. T. and Puzrin, A. M. (2002) Rate-dependent plasticity models derived from potential functions, J. Rheol., Vol. 46, No. 1, Jan./Feb., 113-126
-
(2002)
J. Rheol.
, vol.46
, Issue.1
, pp. 113-126
-
-
Houlsby, G.T.1
Puzrin, A.M.2
-
56
-
-
0026226732
-
The variation of the shear modulus of a clay with pressure and overconsolidation ratio
-
Sept.
-
Houlsby, G. T. and Wroth, C. P. (1991) The variation of the shear modulus of a clay with pressure and overconsolidation ratio, Soils Found., Vol. 31, No. 3, Sept., 138-143
-
(1991)
Soils Found.
, vol.31
, Issue.3
, pp. 138-143
-
-
Houlsby, G.T.1
Wroth, C.P.2
-
57
-
-
21344449840
-
The flow law of the granular solids with variable unloading rule
-
W. K. Nowacki, PWN Warsaw
-
Hueckel, T. (1977) The flow law of the granular solids with variable unloading rule, Problemes de la Rheologie et de Mecanique des Sols, ed. W. K. Nowacki, PWN Warsaw, 203-217
-
(1977)
Problemes de la Rheologie et de Mecanique des Sols
, pp. 203-217
-
-
Hueckel, T.1
-
58
-
-
0001388664
-
On the postulate of plasticity
-
Il'iushin, A. A. (1961) On the postulate of plasticity, J. Appl. Math. Mech., Vol. 25, No. 3, 746-752
-
(1961)
J. Appl. Math. Mech.
, vol.25
, Issue.3
, pp. 746-752
-
-
Il'iushin, A.A.1
-
59
-
-
84986777426
-
On a class of models for the yielding behaviour of continuous and composite systems
-
Iwan, W. D. (1967) On a class of models for the yielding behaviour of continuous and composite systems, J. Appl. Mech., Vol. 34, 612-617
-
(1967)
J. Appl. Mech.
, vol.34
, pp. 612-617
-
-
Iwan, W.D.1
-
60
-
-
0032471761
-
A plasticity approach for the mechanical behaviour of structured soils
-
Evangelista and Picarelly, Balkema, Rotterdam
-
Kavvadas, M. J. and Amorosi, A. (1998) A plasticity approach for the mechanical behaviour of structured soils, The geotechnics of hard soils - soft rocks, ed. Evangelista and Picarelly, Balkema, Rotterdam, 603-612
-
(1998)
The Geotechnics of Hard Soils - Soft Rocks
, pp. 603-612
-
-
Kavvadas, M.J.1
Amorosi, A.2
-
61
-
-
0000702576
-
A rate-dependent constitutive equation for soils
-
Kolymbas, D. (1977) A rate-dependent constitutive equation for soils, Mech. Res. Commun., Vol. 4, 367-372
-
(1977)
Mech. Res. Commun.
, vol.4
, pp. 367-372
-
-
Kolymbas, D.1
-
62
-
-
84857472215
-
The theoretical modelling of a suction caisson foundation using hyperplasticity theory
-
Perth, Australia, Sept
-
Lam, N.-S. and Houlsby, G. T. (2005) The theoretical modelling of a suction caisson foundation using hyperplasticity theory, Proc. Int. Symp. Frontiers Offshore Geotechnics, Perth, Australia, Sept.
-
(2005)
Proc. Int. Symp. Frontiers Offshore Geotechnics
-
-
Lam, N.-S.1
Houlsby, G.T.2
-
65
-
-
33644749107
-
Development of hyperplasticity models for soil mechanics
-
Likitlersuang, S. and Houlsby, G. T. (2006) Development of hyperplasticity models for soil mechanics, Int. J. Num. and Anal. Meht. in Geomechanics, Vol. 30, No. 3, 229-254
-
(2006)
Int. J. Num. and Anal. Meht. in Geomechanics
, vol.30
, Issue.3
, pp. 229-254
-
-
Likitlersuang, S.1
Houlsby, G.T.2
-
66
-
-
0035494629
-
Combined loading of spudcan foundations on clay: Numerical modelling
-
Oct.
-
Martin, CM. and Houlsby, G. T. (2001) Combined loading of spudcan foundations on clay: Numerical modelling, Géotechnique, Vol. 51, No. 8, Oct., 687-700
-
(2001)
Géotechnique
, vol.51
, Issue.8
, pp. 687-700
-
-
Martin, C.M.1
Houlsby, G.T.2
-
67
-
-
0025537809
-
An internal variable formulation for perfectly plastic and linear hardening relations in plasticity
-
Martin, J. B. and Nappi, A. (1990) An internal variable formulation for perfectly plastic and linear hardening relations in plasticity, Eur. J. Mech., A/Solids, Vol. 9, No. 2, 107-131
-
(1990)
Eur. J. Mech., A/Solids
, vol.9
, Issue.2
, pp. 107-131
-
-
Martin, J.B.1
Nappi, A.2
-
68
-
-
0016352892
-
Stress-deformation and strength characteristics of soil under three different principal stresses
-
Matsuoka, H. and Nakai, T. (1974) Stress-deformation and strength characteristics of soil under three different principal stresses, Proc. JSCE, Vol. 232, 59-70
-
(1974)
Proc. JSCE
, vol.232
, pp. 59-70
-
-
Matsuoka, H.1
Nakai, T.2
-
69
-
-
84889823386
-
The thermomechanics of plasticity and fracture
-
Maugin, G. A. (1992) The thermomechanics of plasticity and fracture, Cambridge University Press
-
(1992)
Cambridge University Press
-
-
Maugin, G.A.1
-
72
-
-
49949145407
-
On the description of anisotropic work hardening
-
Mróz, Z. (1967) On the description of anisotropic work hardening, J. Mech. Phys. Solids, Vol. 15, 163-175
-
(1967)
J. Mech. Phys. Solids
, vol.15
, pp. 163-175
-
-
Mróz, Z.1
-
73
-
-
0018441326
-
Application of an anisotropic hardening model in the analysis of elasto-plastic deformation of soil
-
1979
-
Mróz, Z., Norris, V. A., and Zienkiewicz, O. C. (1979). Application of an anisotropic hardening model in the analysis of elasto-plastic deformation of soil, Géotechnique, Vol. 29, No. 1, 1-34
-
Géotechnique
, vol.29
, Issue.1
, pp. 1-34
-
-
Mróz, Z.1
Norris, V.A.2
Zienkiewicz, O.C.3
-
74
-
-
0001221989
-
Elastoplastic and viscoplastic constitutive models for soils with application to cyclic loading
-
G. N. Pande and O. C. Zienkiewicz, Wiley
-
Mróz, Z. and Norris, V. A. (1982) Elastoplastic and viscoplastic constitutive models for soils with application to cyclic loading, Soil mechanics - transient and cyclic loads, ed. G. N. Pande and O. C. Zienkiewicz, Wiley, 173-218
-
(1982)
Soil Mechanics - Transient and Cyclic Loads
, pp. 173-218
-
-
Mróz, Z.1
Norris, V.A.2
-
76
-
-
0041392656
-
A limit theorem for materials with non-associated flow laws
-
Palmer, A. C. (1966) A limit theorem for materials with non-associated flow laws, J. Mécanique, Vol. 5, No. 2, 217-222
-
(1966)
J. Mécanique
, vol.5
, Issue.2
, pp. 217-222
-
-
Palmer, A.C.1
-
78
-
-
36849134770
-
Recent developments in the mathematical theory of plasticity
-
Prager, W. (1949) Recent developments in the mathematical theory of plasticity, J. Appl. Phys., Vol. 20, 235-241
-
(1949)
J. Appl. Phys.
, vol.20
, pp. 235-241
-
-
Prager, W.1
-
79
-
-
0018030417
-
Plasticity theory for soil stress-strain behaviour
-
Prevost, J. H. (1978) Plasticity Theory for Soil Stress-Strain Behaviour, Proc. ASCE, J. Eng. Mech. Div, Vol. 104, No EM5, 1177-1197
-
(1978)
Proc. ASCE, J. Eng. Mech. Div
, vol.104
, Issue.EM5
, pp. 1177-1197
-
-
Prevost, J.H.1
-
80
-
-
0029667303
-
A logarithmic stress-strain function for rocks and soils
-
Puzrin, A. M. and Burland J. B. (1996) A logarithmic stress-strain function for rocks and soils, Géotechnique, Vol. 46, No. 1, 157-164
-
(1996)
Géotechnique
, vol.46
, Issue.1
, pp. 157-164
-
-
Puzrin, A.M.1
Burland, J.B.2
-
81
-
-
0032052037
-
Non-linear model of small-strain behaviour of soils
-
Puzrin, A. M. and Burland J. B. (1998) Non-linear model of small-strain behaviour of soils, Géotechnique, Vol. 48, No. 2, 217-233
-
(1998)
Géotechnique
, vol.48
, Issue.2
, pp. 217-233
-
-
Puzrin, A.M.1
Burland, J.B.2
-
82
-
-
0034632925
-
Kinematic hardening plasticity formulation of small strain behaviour of soils
-
Puzrin, A. M. and Burland, J. B. (2000) Kinematic hardening plasticity formulation of small strain behaviour of soils, Int. J. Numer. Anal. Methods Geomechanics, Vol. 24, No. 9, 753-781
-
(2000)
Int. J. Numer. Anal. Methods Geomechanics
, vol.24
, Issue.9
, pp. 753-781
-
-
Puzrin, A.M.1
Burland, J.B.2
-
83
-
-
0035351960
-
On the non-intersection dilemma
-
Puzrin, A. M. and Houlsby, G. T. (2001a) On the non-intersection dilemma, Géotechnique, Vol. 51, No. 4, 369-372
-
(2001)
Géotechnique
, vol.51
, Issue.4
, pp. 369-372
-
-
Puzrin, A.M.1
Houlsby, G.T.2
-
84
-
-
0035338250
-
Fundamentals of kinematic hardening hyperplasticity
-
May
-
Puzrin, A. M. and Houlsby, G. T. (2001b) Fundamentals of kinematic hardening hyperplasticity, Int. J. Solids Struct, Vol. 38, No. 21, May, 3771-3794
-
(2001)
Int. J. Solids Struct
, vol.38
, Issue.21
, pp. 3771-3794
-
-
Puzrin, A.M.1
Houlsby, G.T.2
-
85
-
-
0034742802
-
A thermomechanical framework for rate-independent dissipative materials with internal functions
-
Puzrin, A. M. and Houlsby, G. T. (2001c) A thermomechanical framework for rate-independent dissipative materials with internal functions, Int. J. Plasticity, Vol. 17, 1147-1165
-
(2001)
Int. J. Plasticity
, vol.17
, pp. 1147-1165
-
-
Puzrin, A.M.1
Houlsby, G.T.2
-
86
-
-
0037335547
-
Rate dependent hyperplasticity with internal functions
-
March
-
Puzrin, A. M. and Houlsby, G. T. (2003) Rate dependent hyperplasticity with internal functions, Proc. ASCE, J. Eng. Mech. Div., Vol. 129, No. 3, March, 252-263
-
(2003)
Proc. ASCE, J. Eng. Mech. Div.
, vol.129
, Issue.3
, pp. 252-263
-
-
Puzrin, A.M.1
Houlsby, G.T.2
-
87
-
-
57249114433
-
Thermomechanical formulation of a small strain model for overconsolidated clays
-
Feb.
-
Puzrin, A. M., Houlsby, G. T., and Burland, J. B. (2001) Thermomechanical formulation of a small strain model for overconsolidated clays, Proc. R. Soc. London, Series A, Vol. 457, No. 2006, Feb., 425-440
-
(2001)
Proc. R. Soc. London, Series A
, vol.457
, Issue.2006
, pp. 425-440
-
-
Puzrin, A.M.1
Houlsby, G.T.2
Burland, J.B.3
-
88
-
-
0012352885
-
Evaluation of a small strain model for overconsolidated clays
-
Torino, Balkema, Rotterdam
-
Puzrin, A. M. and Kirshenboim, E. (1999) Evaluation of a small strain model for overconsolidated clays, Proc. Conf. Pre-failure Deformation Characteristics Geomaterials, Torino, Vol. 1, Balkema, Rotterdam, 483-490
-
(1999)
Proc. Conf. Pre-failure Deformation Characteristics Geomaterials
, vol.1
, pp. 483-490
-
-
Puzrin, A.M.1
Kirshenboim, E.2
-
89
-
-
0031208079
-
Small-strain stiffness of reconstituted clay compressed along constant triaxial stress ratio paths
-
Rampello, S., Viggiani, G. M. B., and Amorosi, A. (1997) Small-strain stiffness of reconstituted clay compressed along constant triaxial stress ratio paths, Géotechnique, Vol. 47, No. 3, 475-489
-
(1997)
Géotechnique
, vol.47
, Issue.3
, pp. 475-489
-
-
Rampello, S.1
Viggiani, G.M.B.2
Amorosi, A.3
-
90
-
-
11244299353
-
Internal variable formulations of problems in elastoplasticity: Constitutive and algorithmic aspects
-
Reddy, B. D. and Martin, J. B. (1994) Internal variable formulations of problems in elastoplasticity: constitutive and algorithmic aspects, Appl. Mech. Rev., Vol. 47, No. 9, 429-456
-
(1994)
Appl. Mech. Rev.
, vol.47
, Issue.9
, pp. 429-456
-
-
Reddy, B.D.1
Martin, J.B.2
-
91
-
-
0004267646
-
-
Princeton University Press, New Jersey
-
Rockafellar, R. T. (1970) Convex analysis, Princeton University Press, New Jersey
-
(1970)
Convex Analysis
-
-
Rockafellar, R.T.1
-
92
-
-
0002724115
-
On the generalised behaviour of 'wet' clay
-
Heyman, J. and Leckie, F. A., Cambridge University Press
-
Roscoe, K. H. and Burland, J. B. (1968) On the generalised behaviour of 'wet' clay, Engineering plasticity, ed. Heyman, J. and Leckie, F. A., Cambridge University Press, 535-610
-
(1968)
Engineering Plasticity
, pp. 535-610
-
-
Roscoe, K.H.1
Burland, J.B.2
-
93
-
-
0032470391
-
A kinematic hardening model for structured clays
-
Evangelista and Picarelly, Balkema, Rotterdam
-
Rouainia, M. and Muir Wood, D. (1998) A kinematic hardening model for structured clays, The geotechnics of hard soils - soft rocks, ed. Evangelista and Picarelly, Balkema, Rotterdam, 817-824
-
(1998)
The Geotechnics of Hard Soils - Soft Rocks
, pp. 817-824
-
-
Rouainia, M.1
Muir Wood, D.2
-
96
-
-
0024186953
-
Behaviour of granular materials under repeated load biaxial and triaxial stress conditions
-
Shaw, P. and Brown, S. F. (1988) Behaviour of granular materials under repeated load biaxial and triaxial stress conditions, Géotechnique, Vol. 38, No. 4, 627-634
-
(1988)
Géotechnique
, vol.38
, Issue.4
, pp. 627-634
-
-
Shaw, P.1
Brown, S.F.2
-
97
-
-
0031171492
-
The development and evaluation of a constitutive model for the prediction of ground movements in overconsolidated clay
-
Stallebrass, S. E. and Taylor, R. N. (1997) The development and evaluation of a constitutive model for the prediction of ground movements in overconsolidated clay, Géotechnique, Vol. 47, No. 2, 235-254
-
(1997)
Géotechnique
, vol.47
, Issue.2
, pp. 235-254
-
-
Stallebrass, S.E.1
Taylor, R.N.2
-
100
-
-
0017518285
-
Time dependent behaviour of undisturbed clay
-
Vaid, Y. P. and Campanella, R. G. (1977) Time dependent behaviour of undisturbed clay, J. Geotech. Eng. Div., ASCE, Vol. 103, No. 7, 693-709
-
(1977)
J. Geotech. Eng. Div., ASCE
, vol.103
, Issue.7
, pp. 693-709
-
-
Vaid, Y.P.1
Campanella, R.G.2
-
101
-
-
0001117452
-
On the foundations of endochronic theory of viscoplasticity
-
Valanis, K. C. (1975) On the foundations of endochronic theory of viscoplasticity, Arch. of Mech., Vol. 27, 857-868
-
(1975)
Arch. of Mech.
, vol.27
, pp. 857-868
-
-
Valanis, K.C.1
-
102
-
-
0027437036
-
Evaluation of a constitutive model for overconsolidated clays
-
Whittle, A. J. (1993) Evaluation of a constitutive model for overconsolidated clays, Géotechnique, Vol. 43, No. 2, 289-313
-
(1993)
Géotechnique
, vol.43
, Issue.2
, pp. 289-313
-
-
Whittle, A.J.1
-
103
-
-
0002890147
-
A modification of Prager's hardening rule
-
Ziegler, H. (1959) A modification of Prager's hardening rule, Q. Appl. Mech., Vol. 17, 55-65
-
(1959)
Q. Appl. Mech.
, vol.17
, pp. 55-65
-
-
Ziegler, H.1
-
106
-
-
84986808108
-
On modelling the unloadingreloading behaviour of soils
-
Zytynski, M., Randolph, M. F., Nova, R., and Wroth, C. P. (1978) On modelling the unloadingreloading behaviour of soils, Int. J. Num. Anal. Methods Geomechanics, Vol. 2, 87-93
-
(1978)
Int. J. Num. Anal. Methods Geomechanics
, vol.2
, pp. 87-93
-
-
Zytynski, M.1
Randolph, M.F.2
Nova, R.3
Wroth, C.P.4
|