-
1
-
-
0018030417
-
Plasticity for soil stress-strain behavior
-
Prevost J.H. Plasticity for soil stress-strain behavior. J Eng Mech ASCE 104 EM5 (1978) 1177-1194
-
(1978)
J Eng Mech ASCE
, vol.104
, Issue.EM5
, pp. 1177-1194
-
-
Prevost, J.H.1
-
2
-
-
0003003528
-
Bounding surface formulation of soil plasticity
-
Pande G.N., and Zienkiewicz O.C. (Eds), Wiley, New York
-
Dafalias Y.F., and Herrmann L.R. Bounding surface formulation of soil plasticity. In: Pande G.N., and Zienkiewicz O.C. (Eds). Soil mechanics-transient and cyclic loads (1982), Wiley, New York 253-282
-
(1982)
Soil mechanics-transient and cyclic loads
, pp. 253-282
-
-
Dafalias, Y.F.1
Herrmann, L.R.2
-
3
-
-
0005324345
-
Plasticity theory based on fuzzy sets
-
Klisinski M. Plasticity theory based on fuzzy sets. J Eng Mech ASCE 114 4 (1988) 563-582
-
(1988)
J Eng Mech ASCE
, vol.114
, Issue.4
, pp. 563-582
-
-
Klisinski, M.1
-
4
-
-
33745666436
-
-
Mould JC. Stress induced anisotropy in sand and the evaluation of a multi-surface elasto-plastic material model. PhD thesis, University of Colorado at Boulder; 1983.
-
-
-
-
5
-
-
33745666208
-
-
Ontuna KA. Experimental and analytical description of stress-induced anisotropy in sand. PhD thesis, University of Colorado at Boulder; 1984.
-
-
-
-
6
-
-
33745671476
-
-
Budiman JS. Analytical and experimental characterization of stress induced anisotropy in a weak and soft soil. PhD thesis, University of Colorado at Boulder; 1985.
-
-
-
-
7
-
-
33745639173
-
-
Alawi MM. Experimental and analytical modeling of sand behavior under non-conventional loading. PhD thesis, University of Colorado at Boulder; 1988.
-
-
-
-
8
-
-
0028183942
-
Formulation of MIT-E3 constitutive model for overconsolidated clays
-
Whittle A.J., and Kavvadas M.J. Formulation of MIT-E3 constitutive model for overconsolidated clays. J Geotech Eng ASCE 120 1 (1994) 173-198
-
(1994)
J Geotech Eng ASCE
, vol.120
, Issue.1
, pp. 173-198
-
-
Whittle, A.J.1
Kavvadas, M.J.2
-
9
-
-
1342331809
-
A constitutive framework for anisotropic sand including non-proportional lading
-
Li X.S., and Dafalias Y.F. A constitutive framework for anisotropic sand including non-proportional lading. Geotechnique 54 1 (2004) 41-55
-
(2004)
Geotechnique
, vol.54
, Issue.1
, pp. 41-55
-
-
Li, X.S.1
Dafalias, Y.F.2
-
10
-
-
0022775265
-
Deformation prediction for anisotropic sand during the rotation of principal stress axes
-
Miura K., Toki S., and Miura S. Deformation prediction for anisotropic sand during the rotation of principal stress axes. Soils Foundations 26 3 (1986) 42-56
-
(1986)
Soils Foundations
, vol.26
, Issue.3
, pp. 42-56
-
-
Miura, K.1
Toki, S.2
Miura, S.3
-
11
-
-
0023565156
-
A constitutive model for sands and clays evaluating principal stress rotation
-
Matsuoka H., and Sakakibara K. A constitutive model for sands and clays evaluating principal stress rotation. Soils Foundations 27 4 (1987) 73-88
-
(1987)
Soils Foundations
, vol.27
, Issue.4
, pp. 73-88
-
-
Matsuoka, H.1
Sakakibara, K.2
-
12
-
-
0026359216
-
Comment on the postulate of three plane strain mechanisms
-
Gutierrez M., and Lacasse S. Comment on the postulate of three plane strain mechanisms. Int J Numer Anal Meth Geomech 15 (1991) 809-816
-
(1991)
Int J Numer Anal Meth Geomech
, vol.15
, pp. 809-816
-
-
Gutierrez, M.1
Lacasse, S.2
-
13
-
-
0027663804
-
Model for the deformation of sand during rotation of principal stress directions
-
Gutierrez M., Ishihara K., and Towhata I. Model for the deformation of sand during rotation of principal stress directions. Soils Foundations 33 3 (1993) 105-117
-
(1993)
Soils Foundations
, vol.33
, Issue.3
, pp. 105-117
-
-
Gutierrez, M.1
Ishihara, K.2
Towhata, I.3
-
14
-
-
0020970283
-
Multi-laminate model of clays - a numerical evaluation of the influence of rotation of the principal stress axes
-
Pande G.N., and Sharma K.G. Multi-laminate model of clays - a numerical evaluation of the influence of rotation of the principal stress axes. Int J Numer Anal Meth Geomech 7 (1983) 397-418
-
(1983)
Int J Numer Anal Meth Geomech
, vol.7
, pp. 397-418
-
-
Pande, G.N.1
Sharma, K.G.2
-
15
-
-
33745660498
-
-
Schweiger HF, Schuller H. New developments and practical applications of the multilaminate model for soils. In: Developments in theoretical geomechanics - The John Booker memorial symposium, Balkema, Sydney, Australia; 2000. p. 329-50.
-
-
-
-
16
-
-
0021567792
-
Chapter 3: Microplane model for strain controlled inelastic behavior
-
Wiley, London
-
Bazant Z.P. Chapter 3: Microplane model for strain controlled inelastic behavior. Proceedings of the mechanics of engineering material (1984), Wiley, London 45-59
-
(1984)
Proceedings of the mechanics of engineering material
, pp. 45-59
-
-
Bazant, Z.P.1
-
17
-
-
0022046380
-
Microplane model for progressive fracture of concrete and rock
-
Bazant Z.P., and Oh B.H. Microplane model for progressive fracture of concrete and rock. J Eng Mech ASCE 111 4 (1985) 559-582
-
(1985)
J Eng Mech ASCE
, vol.111
, Issue.4
, pp. 559-582
-
-
Bazant, Z.P.1
Oh, B.H.2
-
18
-
-
0024101709
-
Microplane model for brittle-plastic material I: Theory
-
Bazant Z.P., and Prat P.C. Microplane model for brittle-plastic material I: Theory. J Eng Mech ASCE 114 10 (1988) 1672-1688
-
(1988)
J Eng Mech ASCE
, vol.114
, Issue.10
, pp. 1672-1688
-
-
Bazant, Z.P.1
Prat, P.C.2
-
19
-
-
0001144972
-
Microplane model for concrete I: stress-strain boundaries and finite strain
-
Bazant Z.P., Xiang Y., and Prat P.C. Microplane model for concrete I: stress-strain boundaries and finite strain. J Eng Mech ASCE 122 3 (1996) 245-254
-
(1996)
J Eng Mech ASCE
, vol.122
, Issue.3
, pp. 245-254
-
-
Bazant, Z.P.1
Xiang, Y.2
Prat, P.C.3
-
20
-
-
0034283204
-
Microplane model M4 for concrete I: formulation with work-conjugate deviatoric stress
-
Bazant Z.P., Caner F.C., Carol I., Adley M.D., and Akers S.A. Microplane model M4 for concrete I: formulation with work-conjugate deviatoric stress. J Eng Mech ASCE 126 9 (2000) 944-953
-
(2000)
J Eng Mech ASCE
, vol.126
, Issue.9
, pp. 944-953
-
-
Bazant, Z.P.1
Caner, F.C.2
Carol, I.3
Adley, M.D.4
Akers, S.A.5
-
21
-
-
0026169311
-
Microplane model for triaxial deformation of saturated cohesive soils
-
Prat P.C., and Bazant Z.P. Microplane model for triaxial deformation of saturated cohesive soils. J Geotech Eng ASCE 117 6 (1991) 891-912
-
(1991)
J Geotech Eng ASCE
, vol.117
, Issue.6
, pp. 891-912
-
-
Prat, P.C.1
Bazant, Z.P.2
-
22
-
-
0001309163
-
Microplane constitutive model and metal plasticity
-
Brocca M., and Bazant Z.P. Microplane constitutive model and metal plasticity. Appl Mech Rev ASME 53 10 (2000) 265-281
-
(2000)
Appl Mech Rev ASME
, vol.53
, Issue.10
, pp. 265-281
-
-
Brocca, M.1
Bazant, Z.P.2
-
23
-
-
0037238063
-
Microplane constitutive model for porous isotropic rocks
-
Bazant Z.P., and Zi G. Microplane constitutive model for porous isotropic rocks. Int J Numer Anal Meth Geomech 27 (2003) 25-47
-
(2003)
Int J Numer Anal Meth Geomech
, vol.27
, pp. 25-47
-
-
Bazant, Z.P.1
Zi, G.2
-
24
-
-
33745672254
-
-
Astaneh SMF. Experimental investigation of sand behavior under non-proportional loading. MS thesis, University of Colorado at Boulder; 1988.
-
-
-
-
25
-
-
0027642535
-
Nonlocal microplane concrete model with rate effect and load cycles I: general formulation
-
Hasegawa T., and Bazant Z.P. Nonlocal microplane concrete model with rate effect and load cycles I: general formulation. J Mater Civil Eng ASCE 5 3 (1993) 372-393
-
(1993)
J Mater Civil Eng ASCE
, vol.5
, Issue.3
, pp. 372-393
-
-
Hasegawa, T.1
Bazant, Z.P.2
-
26
-
-
0035819815
-
A thermodynamically consistent approach to microplane theory. Part I. Free energy and consistent microplane stresses
-
Carol I., Jirasek M., and Bazant Z.P. A thermodynamically consistent approach to microplane theory. Part I. Free energy and consistent microplane stresses. Int J Solid Struct 38 (2001) 2921-2931
-
(2001)
Int J Solid Struct
, vol.38
, pp. 2921-2931
-
-
Carol, I.1
Jirasek, M.2
Bazant, Z.P.3
-
27
-
-
0022082462
-
A state parameter for sands
-
Been K., and Jefferies M.G. A state parameter for sands. Geotechnique 35 2 (1985) 99-112
-
(1985)
Geotechnique
, vol.35
, Issue.2
, pp. 99-112
-
-
Been, K.1
Jefferies, M.G.2
-
28
-
-
0032417254
-
Linear representation of steady-state line for sand
-
Li X.S., and Wang Y. Linear representation of steady-state line for sand. Geotechnique 124 12 (1998) 1215-1217
-
(1998)
Geotechnique
, vol.124
, Issue.12
, pp. 1215-1217
-
-
Li, X.S.1
Wang, Y.2
-
29
-
-
0018477876
-
Nonlinear soil models for irregular cyclic loadings
-
Pyke R. Nonlinear soil models for irregular cyclic loadings. J Geotech Eng ASCE 105 GT6 (1979) 715-726
-
(1979)
J Geotech Eng ASCE
, vol.105
, Issue.GT6
, pp. 715-726
-
-
Pyke, R.1
-
30
-
-
0031259447
-
Damage and plasticity in microplane theory
-
Carol I., and Bazant Z.P. Damage and plasticity in microplane theory. Int J Solid Struct 34 (1997) 3807-3835
-
(1997)
Int J Solid Struct
, vol.34
, pp. 3807-3835
-
-
Carol, I.1
Bazant, Z.P.2
-
31
-
-
0024620422
-
On stress dilatancy equations of sand subjected to cyclic loading
-
Pradhan T.B.S., and Tatsuoka F. On stress dilatancy equations of sand subjected to cyclic loading. Soils Foundations 29 1 (1989) 65-81
-
(1989)
Soils Foundations
, vol.29
, Issue.1
, pp. 65-81
-
-
Pradhan, T.B.S.1
Tatsuoka, F.2
-
32
-
-
0034253834
-
Dilatancy for cohesionless soils
-
Li X.S., and Dafalias Y.F. Dilatancy for cohesionless soils. Geotechnique 50 4 (2000) 449-460
-
(2000)
Geotechnique
, vol.50
, Issue.4
, pp. 449-460
-
-
Li, X.S.1
Dafalias, Y.F.2
-
33
-
-
0038381694
-
A state dependent multi-mechanism model for sands
-
Fang H.L. A state dependent multi-mechanism model for sands. Geotechnique 53 4 (2003) 407-420
-
(2003)
Geotechnique
, vol.53
, Issue.4
, pp. 407-420
-
-
Fang, H.L.1
-
34
-
-
0022674149
-
The strength and dilatancy of sands
-
Bolton M.D. The strength and dilatancy of sands. Geotechnique 36 1 (1986) 65-78
-
(1986)
Geotechnique
, vol.36
, Issue.1
, pp. 65-78
-
-
Bolton, M.D.1
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