-
1
-
-
49949145407
-
On the description of anisotropic hardening
-
Z. Mroz, 'On the description of anisotropic hardening', J. Mech. Phys. Solids, 15, 163-175 (1967).
-
(1967)
J. Mech. Phys. Solids
, vol.15
, pp. 163-175
-
-
Mroz, Z.1
-
2
-
-
84986777426
-
On a class of models for the yielding behavior of continuous and composite systems
-
W. D. Iwan, 'On a class of models for the yielding behavior of continuous and composite systems'. J. Appl. Mech. ASME, 34, 612-617 (1967).
-
(1967)
J. Appl. Mech. ASME
, vol.34
, pp. 612-617
-
-
Iwan, W.D.1
-
3
-
-
0016429001
-
A model of nonlinearly hardening materials for complex loading
-
Y. F. Dafalias and E. P. Popov, 'A model of nonlinearly hardening materials for complex loading', Acta Mech., 23, 173-192 (1975)
-
(1975)
Acta Mech.
, vol.23
, pp. 173-192
-
-
Dafalias, Y.F.1
Popov, E.P.2
-
4
-
-
0016556829
-
A practical two surface plasticity theory
-
R. D. Krieg, 'A practical two surface plasticity theory', J. Appl. Mech. ASME, 42, 641-646 (1975)
-
(1975)
J. Appl. Mech. ASME
, vol.42
, pp. 641-646
-
-
Krieg, R.D.1
-
5
-
-
0017478207
-
Cyclic loading for materials with a vanishing elastic domain
-
Y. F. Dafalias and E. P. Popov, 'Cyclic loading for materials with a vanishing elastic domain', Nucl. Engng. Des., 41, 293-302 (1977).
-
(1977)
Nucl. Engng. Des.
, vol.41
, pp. 293-302
-
-
Dafalias, Y.F.1
Popov, E.P.2
-
6
-
-
0019728735
-
An anisotropic, critical state model for soils subjected to cyclic loading
-
Z. Mroz, V. A. Norris and O. C. Zienkiewicz, 'An anisotropic, critical state model for soils subjected to cyclic loading', Geotechnique, 31, 451-469 (1981).
-
(1981)
Geotechnique
, vol.31
, pp. 451-469
-
-
Mroz, Z.1
Norris, V.A.2
Zienkiewicz, O.C.3
-
7
-
-
0002253479
-
Elastoplastic constitutive laws of granular materials
-
S. Murayama and A. N. Schofield (eds), Tokyo, JSSMFE, Tokyo
-
K. Hashiguchi, and M. Ueno 'Elastoplastic constitutive laws of granular materials', in S. Murayama and A. N. Schofield (eds), Constitutive Equations of Soils, Proc. 9th Int. Conf. Soil Mech. Found. Eng., Spec. Session 9, Tokyo, JSSMFE, Tokyo, 1977, pp.73-82.
-
(1977)
Constitutive Equations of Soils, Proc. 9th Int. Conf. Soil Mech. Found. Eng., Spec. Session 9
, pp. 73-82
-
-
Hashiguchi, K.1
Ueno, M.2
-
8
-
-
0019022440
-
Constitutive equations of elastoplastic materials with elastic-plastic transition
-
K. Hashiguchi, 'Constitutive equations of elastoplastic materials with elastic-plastic transition', J. Appl. Mech. ASME, 47, 266-272 (1980)
-
(1980)
J. Appl. Mech. ASME
, vol.47
, pp. 266-272
-
-
Hashiguchi, K.1
-
9
-
-
0024899003
-
Subloading surface model in unconventional plasticity
-
K. Hashiguchi, 'Subloading surface model in unconventional plasticity', Int. J. Solids Struct., 25, 917-945 (1989)
-
(1989)
Int. J. Solids Struct.
, vol.25
, pp. 917-945
-
-
Hashiguchi, K.1
-
10
-
-
0003725070
-
A mathematical representation of the multiaxial Bauschinger effect
-
Central Electricity Generating Board
-
P. J. Armstrong and O. C. Frederick, 'A mathematical representation of the multiaxial Bauschinger effect', C.E.G.B. Report RD/B/N731, Central Electricity Generating Board, 1966.
-
(1966)
C.E.G.B. Report RD/B/N731
-
-
Armstrong, P.J.1
Frederick, O.C.2
-
11
-
-
0001873474
-
Viscoplastic constitutive equations for the description of cyclic and anisotropic behavior of metals
-
J. L. Chaboche, 'Viscoplastic constitutive equations for the description of cyclic and anisotropic behavior of metals'. Bull. Acad. Polon. Sci. Ser. Sci. Tech., 25, 1977.
-
(1977)
Bull. Acad. Polon. Sci. Ser. Sci. Tech.
, vol.25
-
-
Chaboche, J.L.1
-
13
-
-
0020750887
-
On the plastic and viscoplastic constitutive equations
-
J. L. Chaboche and G. Rousselier, 'On the plastic and viscoplastic constitutive equations', J. Pressure Vessel Tech. ASME, 105, 153-164 (1983).
-
(1983)
J. Pressure Vessel Tech. ASME
, vol.105
, pp. 153-164
-
-
Chaboche, J.L.1
Rousselier, G.2
-
14
-
-
0026376611
-
Transformation of a nonlinear kinematic hardening rule to a multisurface form under isothermal and nonisothermal conditions
-
T. Ohno and J. -D. Wang, 'Transformation of a nonlinear kinematic hardening rule to a multisurface form under isothermal and nonisothermal conditions'. Int. J. Plasticity, 7, 879-892 (1993).
-
(1993)
Int. J. Plasticity
, vol.7
, pp. 879-892
-
-
Ohno, T.1
Wang, J.D.2
-
15
-
-
0019265692
-
A bounding surface soil plasticity model
-
G. N. Pande and O. C. Zienkiewicz (eds), Swansea, A. A. Balkema, Rotterdam
-
Y. F. Dafalias and L. R. Herrmann, 'A bounding surface soil plasticity model', in G. N. Pande and O. C. Zienkiewicz (eds), Proc. Int. Symp. Soils under Cyclic Trans. Load., Swansea, A. A. Balkema, Rotterdam, 1980, pp. 335-345.
-
(1980)
Proc. Int. Symp. Soils under Cyclic Trans. Load
, pp. 335-345
-
-
Dafalias, Y.F.1
Herrmann, L.R.2
-
16
-
-
0011150745
-
Macrometric approaches - Static - intrinsically time-independent
-
S. Murayama (ed.), Tokyo, JSSMFE, Tokyo
-
K. Hashiguchi, 'Macrometric approaches - static - intrinsically time-independent', in S. Murayama (ed.), Constitutive Laws of Soils, Proc. 11th Int. Conf. Soil, Mech. Found. Engng., Spec. Session 9, Tokyo, JSSMFE, Tokyo, 1985, pp. 25-65.
-
(1985)
Constitutive Laws of Soils, Proc. 11th Int. Conf. Soil, Mech. Found. Engng., Spec. Session 9
, pp. 25-65
-
-
Hashiguchi, K.1
-
17
-
-
0027166523
-
Fundamental requirements and formulation of elastroplastic constitutive equations with tangential plasticity
-
K. Hashiguchi, 'Fundamental requirements and formulation of elastroplastic constitutive equations with tangential plasticity', Int. J. Plasticity, 9, 525-549 (1993).
-
(1993)
Int. J. Plasticity
, vol.9
, pp. 525-549
-
-
Hashiguchi, K.1
-
18
-
-
0027247208
-
Mechanical requirements and structures of cyclic plasticity models
-
K. Hashiguchi, 'Mechanical requirements and structures of cyclic plasticity models', Int. J. Plasticity, 9, 721-748 (1993).
-
(1993)
Int. J. Plasticity
, vol.9
, pp. 721-748
-
-
Hashiguchi, K.1
-
19
-
-
0029223794
-
A generalized formulation of the concept of nonhardening region
-
K. Hashiguchi and T. Yoshimaru, 'A generalized formulation of the concept of nonhardening region', Int. J. Plasticity, 11, 347-365 (1995).
-
(1995)
Int. J. Plasticity
, vol.11
, pp. 347-365
-
-
Hashiguchi, K.1
Yoshimaru, T.2
-
20
-
-
3343000374
-
Prediction of deformation behavior of sands by the subloading surface model
-
A. S. Saada and G. Bianchini (eds), Cleveland, A. A. Balkema, Rotterdam
-
K. Hashiguchi, M. Ueno and T. Imamura, 'Prediction of deformation behavior of sands by the subloading surface model', in A. S. Saada and G. Bianchini (eds), Proc. Int. Workshop on Constitutive Equations for Granular Noncohesive Soils, Cleveland, A. A. Balkema, Rotterdam, 1989, pp. 293-306.
-
(1989)
Proc. Int. Workshop on Constitutive Equations for Granular Noncohesive Soils
, pp. 293-306
-
-
Hashiguchi, K.1
Ueno, M.2
Imamura, T.3
-
21
-
-
0025445610
-
An elasto-plastic subloading surface model for clay with isotropic and kinematic mixed hardening parameters
-
M. Topolnicki, 'An elasto-plastic subloading surface model for clay with isotropic and kinematic mixed hardening parameters', Soils Found., 30, 103-113 (1990).
-
(1990)
Soils Found
, vol.30
, pp. 103-113
-
-
Topolnicki, M.1
-
22
-
-
0002591446
-
Induced anisotropy and time dependency in clays
-
S. Murayama and A. N. Schofield (eds), Tokyo, JSSMFE, Tokyo
-
H. Sekiguchi and H. Ohta, 'Induced anisotropy and time dependency in clays', in S. Murayama and A. N. Schofield (eds), Constitutive Equations of Soils, Proc. 9th Int. Conf. Soil Mech. Found. Eng., Spec. Session 9, Tokyo, JSSMFE, Tokyo, 1977, pp. 229-238.
-
(1977)
Constitutive Equations of Soils, Proc. 9th Int. Conf. Soil Mech. Found. Eng., Spec. Session 9
, pp. 229-238
-
-
Sekiguchi, H.1
Ohta, H.2
-
23
-
-
0042642498
-
An expression of anisotropy in a plastic constitutive equation of soils, S. Murayama and A. N. Schofield (eds)
-
Tokyo, JSSMFE, Tokyo
-
K. Hashiguchi, 'An expression of anisotropy in a plastic constitutive equation of soils', S. Murayama and A. N. Schofield (eds), Constitutive Equations of Soils, Proc. 9th Int. Conf. Soil Mech. Found. Eng., Spec. Session 9, Tokyo, JSSMFE, Tokyo, 1977, pp. 302-305.
-
(1977)
Constitutive Equations of Soils, Proc. 9th Int. Conf. Soil Mech. Found. Eng., Spec. Session 9
, pp. 302-305
-
-
Hashiguchi, K.1
-
24
-
-
0005254829
-
Constitutive equations of granular media with an anisotropic hardening
-
W. Wittke (ed.), Aachen, A. A. Balkema, Rotterdam
-
K. Hashiguchi, 'Constitutive equations of granular media with an anisotropic hardening', in W. Wittke (ed.), Proc. 3rd Int. Conf. Numer. Meth. Geomech., Aachen, A. A. Balkema, Rotterdam, 1979, pp. 435-439
-
(1979)
Proc. 3rd Int. Conf. Numer. Meth. Geomech.
, pp. 435-439
-
-
Hashiguchi, K.1
-
25
-
-
27744574041
-
A general theory of uniqueness and stability in elastic-plastic solids
-
R. Hill, 'A general theory of uniqueness and stability in elastic-plastic solids', J. Mech. Phys. Solids, 6, 236-249 (1958).
-
(1958)
J. Mech. Phys. Solids
, vol.6
, pp. 236-249
-
-
Hill, R.1
-
26
-
-
0000370229
-
On the classical constitutive relations for elastic/plastic solids
-
Wiley, New York
-
R. Hill, 'On the classical constitutive relations for elastic/plastic solids', Recent Progress in Appl. Mech. (The Folke Odqvist Volume), Wiley, New York, 1967, pp.241-249.
-
(1967)
Recent Progress in Appl. Mech. (The Folke Odqvist Volume)
, pp. 241-249
-
-
Hill, R.1
-
27
-
-
0028743109
-
On the loading criterion
-
K. Hashiguchi, 'On the loading criterion', Int. J. Plasticity, 10, 871-878 (1994).
-
(1994)
Int. J. Plasticity
, vol.10
, pp. 871-878
-
-
Hashiguchi, K.1
-
28
-
-
0016081423
-
Isotropic hardening theory of granular media
-
K. Hashiguchi, 'Isotropic hardening theory of granular media', Proc. JSCE, 227, 45-60 (1974).
-
(1974)
Proc. JSCE
, vol.227
, pp. 45-60
-
-
Hashiguchi, K.1
-
29
-
-
0029507403
-
On the linear relations of V-lnp and lnv-lnp for isotropic consolidation of soils
-
K. Hashiguchi, 'On the linear relations of V-lnp and lnv-lnp for isotropic consolidation of soils', Int. J. Numer. Analyt. Meth. Geomech., 19, 367-376 (1995).
-
(1995)
Int. J. Numer. Analyt. Meth. Geomech.
, vol.19
, pp. 367-376
-
-
Hashiguchi, K.1
-
30
-
-
85042242288
-
Liquefaction of sands
-
Ph.D. Thesis
-
G. Castro, 'Liquefaction of sands', Ph.D. Thesis, Harvard Soil Mech. Series, No. 81, 1969.
-
(1969)
Harvard Soil Mech. Series
, vol.81
-
-
Castro, G.1
-
33
-
-
0016477434
-
Undrained deformation and liquefaction of sand under cyclic stresses
-
K. Ishihara, F. Tatsuoka and S. Yasuda, 'Undrained deformation and liquefaction of sand under cyclic stresses', Soils Found., 15, 29-44 (1975).
-
(1975)
Soils Found.
, vol.15
, pp. 29-44
-
-
Ishihara, K.1
Tatsuoka, F.2
Yasuda, S.3
-
34
-
-
49949129124
-
Plastic stress-strain matrix and its application for the solution of elastic-plastic problems by finite element method
-
Y. Yamada, N. Yoshimura and T. Sakurai, 'Plastic stress-strain matrix and its application for the solution of elastic-plastic problems by finite element method', Int. J. Mech. Sci., 10, 343-354 (1968).
-
(1968)
Int. J. Mech. Sci.
, vol.10
, pp. 343-354
-
-
Yamada, Y.1
Yoshimura, N.2
Sakurai, T.3
-
35
-
-
0017551518
-
Accuracies of numerical solution methods for the elastic-perfectly plastic models
-
R. D. Krieg and D. B. Krieg, 'Accuracies of numerical solution methods for the elastic-perfectly plastic models', J. Pressure Vessel Tech. ASME, 99, 510-515 (1977).
-
(1977)
J. Pressure Vessel Tech. ASME
, vol.99
, pp. 510-515
-
-
Krieg, R.D.1
Krieg, D.B.2
-
36
-
-
0022507699
-
Use of a mean-normal large-strain elastic-plastic finite-element solutions
-
I. Pillinger, P. Hartley, C. E. N. Sturgess and G. W. Rowe, 'Use of a mean-normal large-strain elastic-plastic finite-element solutions', Int. J. Mech. Sci., 28, 23-29 (1986).
-
(1986)
Int. J. Mech. Sci.
, vol.28
, pp. 23-29
-
-
Pillinger, I.1
Hartley, P.2
Sturgess, C.E.N.3
Rowe, G.W.4
-
38
-
-
0024923156
-
A note on nonassociated flow rules
-
K. Runesson and Z. Mroz, 'A note on nonassociated flow rules', Int. J. Plasticity, 5, 639-658 (1989).
-
(1989)
Int. J. Plasticity
, vol.5
, pp. 639-658
-
-
Runesson, K.1
Mroz, Z.2
-
39
-
-
0022810187
-
Bounding surface plasticity model for sands
-
J. P. Bardet, 'Bounding surface plasticity model for sands', J. Eng. Mech. ASCE, 112, 1198-1217 (1986).
-
(1986)
J. Eng. Mech. ASCE
, vol.112
, pp. 1198-1217
-
-
Bardet, J.P.1
-
40
-
-
0025481427
-
Hypoplastic model for sands
-
J. P. Bardet, 'Hypoplastic model for sands', J. Eng. Mech. ASCE, 116, 1973-1994 (1990).
-
(1990)
J. Eng. Mech. ASCE
, vol.116
, pp. 1973-1994
-
-
Bardet, J.P.1
-
41
-
-
0028666931
-
Unified 3D critical state bounding-surface plasticity model for soils incorporating continuous plastic loading under cyclic paths. Part I: Constitutive relations
-
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 I: constitutive relations', Int. J. Numer. Analyt. Meth. Geomech., 18, 735-758 (1994).
-
(1994)
Int. J. Numer. Analyt. Meth. Geomech.
, vol.18
, pp. 735-758
-
-
Crouch, R.S.1
Wolf, J.P.2
-
42
-
-
0028666930
-
Unified 3D critical state bounding-surface plasticity model for soils incorporating continuous plastic loading under cyclic paths. Part II: Calibration and simulations
-
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 II: calibration and simulations', Int. J. Numer. Analyt. Meth. Geomech., 18, 759-784 (1994).
-
(1994)
Int. J. Numer. Analyt. Meth. Geomech.
, vol.18
, pp. 759-784
-
-
Crouch, R.S.1
Wolf, J.P.2
-
43
-
-
0022908379
-
A plasticity for the mechanical behaviour of anisotropically consolidated clay
-
P. K. Banerjee and N. B. Yousif, 'A plasticity for the mechanical behaviour of anisotropically consolidated clay', Int. J. Numer. Analyt. Meth. Geomech., 10, 521-541 (1986).
-
(1986)
Int. J. Numer. Analyt. Meth. Geomech.
, vol.10
, pp. 521-541
-
-
Banerjee, P.K.1
Yousif, N.B.2
-
44
-
-
0026170765
-
Anisotropic hardening plasticity model for sands
-
R. Y. Liang and H. -L. Shaw, 'Anisotropic hardening plasticity model for sands', J. Geotech. Eng. ASCE, 117, 913-933 (1991).
-
(1991)
J. Geotech. Eng. ASCE
, vol.117
, pp. 913-933
-
-
Liang, R.Y.1
Shaw, H.L.2
-
45
-
-
0026481388
-
Anisotropic hardening plasticity model for undrained cyclic behavior of clays. I: Theory
-
R. Y. Liang and F. Ma, 'Anisotropic hardening plasticity model for undrained cyclic behavior of clays. I: theory', J. Eng. Mech. ASCE, 118, 229-245 (1992).
-
(1992)
J. Eng. Mech. ASCE
, vol.118
, pp. 229-245
-
-
Liang, R.Y.1
Ma, F.2
-
46
-
-
0015301216
-
Theories of yielding for frictional materials
-
K. Hashiguchi, 'Theories of yielding for frictional materials', Proc. JSCE, 199, 57-66 (1972).
-
(1972)
Proc. JSCE
, vol.199
, pp. 57-66
-
-
Hashiguchi, K.1
-
47
-
-
0021561554
-
Generalized plasticity formulation and application to geomechanics
-
C. S. Desai and R. H. Gallagher (eds), Wiley, Newyork
-
O. C. Zienkiewicz and Z. Mroz, 'Generalized plasticity formulation and application to geomechanics', in C. S. Desai and R. H. Gallagher (eds), Mech. Engng. Materials, Wiley, Newyork, 1984, pp. 655-679.
-
(1984)
Mech. Engng. Materials
, pp. 655-679
-
-
Zienkiewicz, O.C.1
Mroz, Z.2
-
48
-
-
0020236625
-
Bounding-surface-plasticity theory applied to cyclic loading of sand
-
R. Dungar, G. N. Pande and J. A. Studer (eds), A. A. Balkema, Rotterdam
-
C. A. Aboim and W. H. Roth, "Bounding-surface-plasticity theory applied to cyclic loading of sand", in R. Dungar, G. N. Pande and J. A. Studer (eds), Int. Symp. Numer. Models in Geomech., A. A. Balkema, Rotterdam, 1982, pp. 65-80.
-
(1982)
Int. Symp. Numer. Models in Geomech.
, pp. 65-80
-
-
Aboim, C.A.1
Roth, W.H.2
-
49
-
-
0020239194
-
"Reflecting surface" model for soils
-
R. Dungar, G. N. Pande and J. A. Studer (eds), A. A. Balkema, Rotterdam
-
G. N. Pande and St. Pietruszczak, "Reflecting surface" model for soils', R. Dungar, G. N. Pande and J. A. Studer (eds), Int. Symp. Numer. Models in Geomech., A. A. Balkema, Rotterdam, 1982, pp. 50-64.
-
(1982)
Int. Symp. Numer. Models in Geomech.
, pp. 50-64
-
-
Pande, G.N.1
Pietruszczak, S.2
-
50
-
-
0022267668
-
Simple model for transient soil loading in earthquake analysis. I. Basic model and its application
-
O. C. Zienkiewicz, K. H. Leung and M. Pastor, 'Simple model for transient soil loading in earthquake analysis. I. Basic model and its application', Int. J. Numer. Analyt. Meth. Geomech., 9, 453-476 (1985).
-
(1985)
Int. J. Numer. Analyt. Meth. Geomech.
, vol.9
, pp. 453-476
-
-
Zienkiewicz, O.C.1
Leung, K.H.2
Pastor, M.3
-
51
-
-
0022267666
-
Simple model for transient soil loading in earthquake analysis. II. Non-associative models for sands
-
M. Pastor, O. C. Zienkiewicz and K. H. Leung, 'Simple model for transient soil loading in earthquake analysis. II. Non-associative models for sands', Int. J. Numer. Analyt. Meth. Geomech., 9, 477-498 (1985).
-
(1985)
Int. J. Numer. Analyt. Meth. Geomech.
, vol.9
, pp. 477-498
-
-
Pastor, M.1
Zienkiewicz, O.C.2
Leung, K.H.3
-
52
-
-
0023524650
-
An elastoplastic constitutive model for cyclic behaviour of sands
-
H. Hirai, 'An elastoplastic constitutive model for cyclic behaviour of sands', Int. J. Numer. Analyt. Meth. Geomech., 11, 503-520 (1987).
-
(1987)
Int. J. Numer. Analyt. Meth. Geomech.
, vol.11
, pp. 503-520
-
-
Hirai, H.1
-
53
-
-
0025573626
-
Theme/feature paper: Generalized Plasticity and the modelling of soil behavior
-
M. Pastor, O. C. Zienkiewicz and A. C. Chan, 'Theme/feature paper: Generalized Plasticity and the modelling of soil behavior', Int. J. Numer. Analyt. Meth. Geomech., 14, 151-190 (1990).
-
(1990)
Int. J. Numer. Analyt. Meth. Geomech.
, vol.14
, pp. 151-190
-
-
Pastor, M.1
Zienkiewicz, O.C.2
Chan, A.C.3
-
54
-
-
0001510123
-
Modelling and analysis of cyclic behaviour of sand
-
G. N. Pande and O. C. Zienkiewicz (eds), Wiley, New York
-
J. Ghaboussi and H. Momen, 'Modelling and analysis of cyclic behaviour of sand', in G. N. Pande and O. C. Zienkiewicz (eds), Soil Mechanics-Transient and Cyclic Loads, Wiley, New York, 1982, pp. 313-342.
-
(1982)
Soil Mechanics-Transient and Cyclic Loads
, pp. 313-342
-
-
Ghaboussi, J.1
Momen, H.2
-
55
-
-
0022184979
-
On yielding and flow of sand; a generalized two-surface model
-
H. B. Poorooshasb and S. Pietruszczak, 'On yielding and flow of sand; a generalized two-surface model', Comput. Geotech., 1, 33-58 (1985).
-
(1985)
Comput. Geotech.
, vol.1
, pp. 33-58
-
-
Poorooshasb, H.B.1
Pietruszczak, S.2
-
57
-
-
0024855371
-
Elasto-plastic model for cemented sand deposits
-
O. A. Peku and V. Gocevski, 'Elasto-plastic model for cemented sand deposits', Comput. Geotech., 7, 155-187 (1989).
-
(1989)
Comput. Geotech.
, vol.7
, pp. 155-187
-
-
Peku, O.A.1
Gocevski, V.2
-
58
-
-
0020971958
-
A constitutive model for sand with anisotropic hardening rule
-
Z. Mroz and St. Pietruszczak, 'A constitutive model for sand with anisotropic hardening rule', Int. J. Numer. Analyt. Meth. Geomech., 7, 305-320 (1983).
-
(1983)
Int. J. Numer. Analyt. Meth. Geomech.
, vol.7
, pp. 305-320
-
-
Mroz, Z.1
Pietruszczak, S.2
-
59
-
-
0018030417
-
Plasticity theory for soil stress-strain behavior
-
J. H. Prevost, 'Plasticity theory for soil stress-strain behavior', J. Engng. Mech. Div. ASCE, 104, 1177-1194 (1990).
-
(1990)
J. Engng. Mech. Div. ASCE
, vol.104
, pp. 1177-1194
-
-
Prevost, J.H.1
-
60
-
-
0020382768
-
Two-surface versus multi-surface plasticity
-
J. H. Prevost, 'Two-surface versus multi-surface plasticity', Int. J. Numer. Analyt. Meth. Geomech., 6, 323-328 (1982).
-
(1982)
Int. J. Numer. Analyt. Meth. Geomech.
, vol.6
, pp. 323-328
-
-
Prevost, J.H.1
-
61
-
-
0024087566
-
Modeling and testing for anisotropic behavior of soils
-
S. Somasundaram and C. S. Desai, 'Modeling and testing for anisotropic behavior of soils', J. Engng. Mech. ASCE, 114, 1473-1496 (1988).
-
(1988)
J. Engng. Mech. ASCE
, vol.114
, pp. 1473-1496
-
-
Somasundaram, S.1
Desai, C.S.2
-
62
-
-
0027333950
-
Constitutive model for cyclic behavior of clays, I: Theory
-
G. W. Wathugala and C. S. Desai, 'Constitutive model for cyclic behavior of clays, I: theory', J. Geotech. Eng. ASCE, 119, 714-729 (1993).
-
(1993)
J. Geotech. Eng. ASCE
, vol.119
, pp. 714-729
-
-
Wathugala, G.W.1
Desai, C.S.2
-
63
-
-
0029416454
-
Modeling and testing of cohesive soil using disturbed-state concept
-
D. R. Katti and C. S. Desai, 'Modeling and testing of cohesive soil using disturbed-state concept', J. Engng. Mech. ASCE, 121, 648-658 (1995).
-
(1995)
J. Engng. Mech. ASCE
, vol.121
, pp. 648-658
-
-
Katti, D.R.1
Desai, C.S.2
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