-
1
-
-
0343830058
-
Constitutive equation for sands and over consolidated clay and assigned works for sand
-
Grenoble, France, A.A.Balkema
-
Adachi, T. and Oka, F. (1982): "Constitutive equation for sands and over consolidated clay and assigned works for sand," Proc. of Constitutive Relations for Soils, Grenoble, France, A.A.Balkema, pp. 141-157.
-
(1982)
Proc. of Constitutive Relations for Soils
, pp. 141-157
-
-
Adachi, T.1
Oka, F.2
-
3
-
-
0028731467
-
Incremental evolution of induced anisotropy
-
Boucher, M. and Cordebois, J. P. (1994): "Incremental evolution of induced anisotropy," Int. J. Plast., Vol. 13, No. 4, pp. 909-923.
-
(1994)
Int. J. Plast.
, vol.13
, Issue.4
, pp. 909-923
-
-
Boucher, M.1
Cordebois, J.P.2
-
4
-
-
0028195728
-
A procedure to determine nonassociated constitutive equations for georhaterials
-
Cristescu, N. (1994): "A procedure to determine nonassociated constitutive equations for georhaterials," Int. J. Plast., Vol. 10, No. 1, pp. 103-131.
-
(1994)
Int. J. Plast.
, vol.10
, Issue.1
, pp. 103-131
-
-
Cristescu, N.1
-
5
-
-
0026253932
-
Embankment design on soft clays
-
Cinicioglu, S. F. and Togrol, E. (1991): "Embankment design on soft clays," Proc., ASCE, Vol. 117, GT8, pp. 1691-1705.
-
(1991)
Proc., ASCE
, vol.117
, Issue.GT8
, pp. 1691-1705
-
-
Cinicioglu, S.F.1
Togrol, E.2
-
6
-
-
0017269081
-
Plastic internal variables formalism of cyclic plasticity
-
Dafalias, Y. F. and Popov, E. P. (1976): "Plastic internal variables formalism of cyclic plasticity," Trans., ASME, J. Appl. Mech., Vol. 43, No. 3, pp. 645-651.
-
(1976)
Trans., ASME, J. Appl. Mech.
, vol.43
, Issue.3
, pp. 645-651
-
-
Dafalias, Y.F.1
Popov, E.P.2
-
7
-
-
33745910382
-
Floating foundations for control of settlement
-
SM.4
-
D'Appolonia, J. and Lambe, T. W. (1971): "Floating foundations for control of settlement," Proc., ASCE, Vol. 97, SM.4, pp. 899-915.
-
(1971)
Proc., ASCE
, vol.97
, pp. 899-915
-
-
D'Appolonia, J.1
Lambe, T.W.2
-
8
-
-
0002961766
-
A mixed isotropic-kinematic hardening constitutive law for sand
-
Horton, Greece, Elsevier Science
-
di Prisco, C., Nova R. and Lanier, J. (1993): "A mixed isotropic-kinematic hardening constitutive law for sand," Modern Approaches to Plasticity, Horton, Greece, Elsevier Science, pp. 83-124.
-
(1993)
Modern Approaches to Plasticity
, pp. 83-124
-
-
Di Prisco, C.1
Nova, R.2
Lanier, J.3
-
9
-
-
85137263885
-
A definition of stable inelastic material
-
Drucker, D. C. (1959): "A definition of stable inelastic material," Trans., ASME, J. Appl. Mech., Vol. 26, No. 1, pp. 101-106.
-
(1959)
Trans., ASME, J. Appl. Mech.
, vol.26
, Issue.1
, pp. 101-106
-
-
Drucker, D.C.1
-
10
-
-
0019577115
-
A theory of multiaxial anisotropic viscoplasticity
-
Eisenberg, M. A. and Chen, C. F. (1981): "A theory of multiaxial anisotropic viscoplasticity," Trans., ASME, J. of Appl. Mech., Vol. 48, No. 2, pp. 276-284.
-
(1981)
Trans., ASME, J. of Appl. Mech.
, vol.48
, Issue.2
, pp. 276-284
-
-
Eisenberg, M.A.1
Chen, C.F.2
-
11
-
-
0024862796
-
A rate-independent constitutive model for transient non-proportional loading
-
Ellyin, F. and Xia, Z. (1989): "A rate-independent constitutive model for transient non-proportional loading," J. Mech. Phys. Solids, Vol. 37., No. 1, pp. 71-91.
-
(1989)
J. Mech. Phys. Solids
, vol.37
, Issue.1
, pp. 71-91
-
-
Ellyin, F.1
Xia, Z.2
-
12
-
-
0025389887
-
Stress-deformation characteristics of Alaskan silt
-
GM.2
-
Fleming, L. N. and Duncan, J. M. (1990): "Stress-deformation characteristics of Alaskan silt," Proc., ASCE, Vol. 116, GM.2, pp. 377-393.
-
(1990)
Proc., ASCE
, vol.116
, pp. 377-393
-
-
Fleming, L.N.1
Duncan, J.M.2
-
13
-
-
38249031958
-
A mathematical modification of two surface model formulation in plasticity
-
Hashiguchi, K. (1988): "A mathematical modification of two surface model formulation in plasticity," Int. J. Solids Struct., Vol. 24, No. 4, pp. 987-1001.
-
(1988)
Int. J. Solids Struct.
, vol.24
, Issue.4
, pp. 987-1001
-
-
Hashiguchi, K.1
-
14
-
-
33745916587
-
Constitutive laws and waves in rigid/plastic solids
-
Hill, R. (1962): "Constitutive laws and waves in rigid/plastic solids," J. Mech. Phys. Solids, Vol. 10, No. 1, pp. 89-98.
-
(1962)
J. Mech. Phys. Solids
, vol.10
, Issue.1
, pp. 89-98
-
-
Hill, R.1
-
15
-
-
85034169580
-
Influence of stress path on stress strain characteristics of anisotropically consolidated clay
-
in Japanese.
-
Ikeura, I. and Mitachi, T. (1986): "Influence of stress path on stress strain characteristics of anisotropically consolidated clay," Soils and Foundations, Vol. 26, No. 1, pp. 157-168 (in Japanese).
-
(1986)
Soils and Foundations
, vol.26
, Issue.1
, pp. 157-168
-
-
Ikeura, I.1
Mitachi, T.2
-
16
-
-
85034184023
-
Stress history effect and dilatancy behavior of a silty clay
-
Yoshikuni and Kusakabe (eds.), Hiroshima, Japan, A.A.Balkema
-
Kiyama, S., Hasegawa, T. and Uchida, K. (1995a). "Stress history effect and dilatancy behavior of a silty clay," Proc. of Compression and Consolidation of Clayey Soils, Yoshikuni and Kusakabe (eds.), Hiroshima, Japan, A.A.Balkema, Vol. 1, pp. 335-340.
-
(1995)
Proc. of Compression and Consolidation of Clayey Soils
, vol.1
, pp. 335-340
-
-
Kiyama, S.1
Hasegawa, T.2
Uchida, K.3
-
17
-
-
85034185719
-
A elasto-plastic constitutive equation for soils including expansion of a yield surface due to the rotation of principal stress axes
-
Yagawa and Kiya, (eds.), Hokusen-sha
-
Kiyama, S., Hasegawa, T. and Uchida, K. (1995b). "A elasto-plastic constitutive equation for soils including expansion of a yield surface due to the rotation of principal stress axes," Proc. of Theoretical and Applied Mechanics, Yagawa and Kiya, (eds.), Hokusen-sha, Vol. 44, pp. 71-76.
-
(1995)
Proc. of Theoretical and Applied Mechanics
, vol.44
, pp. 71-76
-
-
Kiyama, S.1
Hasegawa, T.2
Uchida, K.3
-
18
-
-
33745925704
-
A two-surface model for various developments of dilatancy of a silty clay
-
Abe and Tsuta (eds.), Hiroshima, Japan, Elsevier Science
-
Kiyama, S. and Hasegawa, T. (1996): "A two-surface model for various developments of dilatancy of a silty clay," Proc. 3rd Asia-Pacific Symp. on Advances in Engrg. Plasticity and Its Applications, Abe and Tsuta (eds.), Hiroshima, Japan, Elsevier Science, pp. 433-438.
-
(1996)
Proc. 3rd Asia-Pacific Symp. on Advances in Engrg. Plasticity and Its Applications
, pp. 433-438
-
-
Kiyama, S.1
Hasegawa, T.2
-
19
-
-
85034165025
-
On the effectiveness of stress history on the deformation of a silty clay
-
in Japanese
-
Kiyama, S. and Hasegawa, T. (1997): "On the effectiveness of stress history on the deformation of a silty clay," Trans. JSIDRE, No. 187, pp. 37-47 (in Japanese).
-
(1997)
Trans. JSIDRE
, Issue.187
, pp. 37-47
-
-
Kiyama, S.1
Hasegawa, T.2
-
20
-
-
0026638510
-
Structure of constitutive equations in plasticity for different choices of state and control variables
-
Klisinski, M., Mróz, Z. and Runesson, K. (1992): "Structure of constitutive equations in plasticity for different choices of state and control variables," Int. J. Plast., Vol. 8, No. 2, pp. 221-243.
-
(1992)
Int. J. Plast.
, vol.8
, Issue.2
, pp. 221-243
-
-
Klisinski, M.1
Mróz, Z.2
Runesson, K.3
-
21
-
-
0016900092
-
Stress-path dependent behavior of cohesionless soil
-
GM. 1
-
Lade, P. V. and Duncan, J. M. (1976): "Stress-path dependent behavior of cohesionless soil," Proc., ASCE, Vol. 102, GM. 1, pp. 377-393.
-
(1976)
Proc., ASCE
, vol.102
, pp. 377-393
-
-
Lade, P.V.1
Duncan, J.M.2
-
22
-
-
0023524507
-
Nonassociated flow and stability of granular materials
-
GM. 6
-
Lade, P. V., Richard, B. N. and Ito, Y. M. (1987): "Nonassociated flow and stability of granular materials," Proc., ASCE, Vol. 113, GM. 6, pp. 1302-1318.
-
(1987)
Proc., ASCE
, vol.113
, pp. 1302-1318
-
-
Lade, P.V.1
Richard, B.N.2
Ito, Y.M.3
-
23
-
-
33745886948
-
Influence of creep on static and cyclic instability of granular soils
-
Horton, Greece, Elsevier Science
-
Lade, P. V. (1993): "Influence of creep on static and cyclic instability of granular soils," Modern Approaches to Plasticity, Horton, Greece, Elsevier Science, pp. 385-409.
-
(1993)
Modern Approaches to Plasticity
, pp. 385-409
-
-
Lade, P.V.1
-
24
-
-
0019632691
-
Instability of Amuay cliffside
-
GM. 7
-
Lambe, T. W., Silva, F. and Marr, W. A. (1981): "Instability of Amuay cliffside," Proc., ASCE, Vol. 107, GM. 7, pp. 1505-1541.
-
(1981)
Proc., ASCE
, vol.107
, pp. 1505-1541
-
-
Lambe, T.W.1
Silva, F.2
Marr, W.A.3
-
25
-
-
0018455002
-
Nonassociated and coupled flow rules of elastoplasticity for rock-like materials
-
Abstr.
-
Maier, G. and Hueckel, T. (1979): "Nonassociated and coupled flow rules of elastoplasticity for rock-like materials," Int. J. Rock Mech. Min. Sci. Geomech. Abstr., Vol. 16, pp. 77-92.
-
(1979)
Int. J. Rock Mech. Min. Sci. Geomech.
, vol.16
, pp. 77-92
-
-
Maier, G.1
Hueckel, T.2
-
26
-
-
0018441326
-
Application of an anisotropic hardening model in the analysis of elastoplastic deformation of soils
-
Mróz, Z., Norris, V. A. and Zienkiewicz, O. C. (1979): "Application of an anisotropic hardening model in the analysis of elastoplastic deformation of soils," Géotechnique, Vol. 29, No. 1, pp. 1-34.
-
(1979)
Géotechnique
, vol.29
, Issue.1
, pp. 1-34
-
-
Mróz, Z.1
Norris, V.A.2
Zienkiewicz, O.C.3
-
27
-
-
0029530605
-
On the control of deformation process by plastic strain
-
Mróz, Z. and Rodzik, P. (1994): "On the control of deformation process by plastic strain," Int. J. Plast., Vol. 11, No. 7, pp. 827-842.
-
(1994)
Int. J. Plast.
, vol.11
, Issue.7
, pp. 827-842
-
-
Mróz, Z.1
Rodzik, P.2
-
28
-
-
0018654701
-
A constitutive model for sand in triaxial compression
-
Nova, R. and Wood, D. M. (1979): "A constitutive model for sand in triaxial compression," Int. J. of Num. Anal. Meth. in Geomech., Vol. 3, No. 2, pp. 255-278.
-
(1979)
Int. J. of Num. Anal. Meth. in Geomech.
, vol.3
, Issue.2
, pp. 255-278
-
-
Nova, R.1
Wood, D.M.2
-
29
-
-
26944493734
-
A unified model for soil stress-strain behavior
-
Constitutive equations of soils, Tokyo, A.A.Balkema
-
Pender, M. J. (1977): "A unified model for soil stress-strain behavior," Proc. of 9th. ICSMFE, Constitutive equations of soils, Tokyo, A.A.Balkema, pp. 213-222.
-
(1977)
Proc. of 9th. ICSMFE
, pp. 213-222
-
-
Pender, M.J.1
-
30
-
-
33745900605
-
An analytical study of an experimentally verified hardening law
-
Phyllips, A. and Weng, G. J. (1975): "An analytical study of an experimentally verified hardening law," Int. J. Engrg. Sci., Vol. 14, No. 3, pp. 375-378.
-
(1975)
Int. J. Engrg. Sci.
, vol.14
, Issue.3
, pp. 375-378
-
-
Phyllips, A.1
Weng, G.J.2
-
31
-
-
0017439693
-
An investigation of yield surfaces based on dislocation mechanics II
-
Phyllips, A. and Weng, G. J. (1977): "An investigation of yield surfaces based on dislocation mechanics II," Int. J. Engrg. Sci., Vol. 15, No. 1, pp. 61-70.
-
(1977)
Int. J. Engrg. Sci.
, vol.15
, Issue.1
, pp. 61-70
-
-
Phyllips, A.1
Weng, G.J.2
-
32
-
-
0023524426
-
Modeling of sand behavior under earthquake excitation
-
Pietruszczak, S. and Stolle, D. F. E. (1987): "Modeling of sand behavior under earthquake excitation," Int. J. Numer. Anal. Methods Geomech., Vol. 11, No. 2, pp. 211-240.
-
(1987)
Int. J. Numer. Anal. Methods Geomech.
, vol.11
, Issue.2
, pp. 211-240
-
-
Pietruszczak, S.1
Stolle, D.F.E.2
-
33
-
-
0001398178
-
Yielding and flow of sand in triaxial compression, part 1
-
Poorooshasb, H. B., Holubec, I. and Sherbourne, A. N. (1966): "Yielding and flow of sand in triaxial compression, part 1," Can. Geotech. J., Vol. 3, No. 1, pp. 179-190.
-
(1966)
Can. Geotech. J.
, vol.3
, Issue.1
, pp. 179-190
-
-
Poorooshasb, H.B.1
Holubec, I.2
Sherbourne, A.N.3
-
34
-
-
0002724115
-
On the generalized stress-strain behavior of 'wet' clay
-
Cambridge Univ. Press
-
Roscoe, K. H. and Burland, J. B. (1968): "On the generalized stress-strain behavior of 'wet' clay," Engineering Plasticity, Cambridge Univ. Press, pp. 535-609.
-
(1968)
Engineering Plasticity
, pp. 535-609
-
-
Roscoe, K.H.1
Burland, J.B.2
-
35
-
-
0002786251
-
The relation between the shear strength of sands in triaxial compression, plane strain and direct shear
-
Rowe, P. W. (1969): "The relation between the shear strength of sands in triaxial compression, plane strain and direct shear," Géotechnique, Vol. 19, No. 1, pp. 75-86.
-
(1969)
Géotechnique
, vol.19
, Issue.1
, pp. 75-86
-
-
Rowe, P.W.1
-
36
-
-
0002591446
-
Induced anisotropy and time dependency in clays
-
Special Session 9, Constitutive Equations of Soils, A.A.Balkema
-
Sekiguchi, H. and Ohta, H. (1977): "Induced anisotropy and time dependency in clays," Proc. 9th. ICSMFE, Special Session 9, Constitutive Equations of Soils, A.A.Balkema, pp. 229-237.
-
(1977)
Proc. 9th. ICSMFE
, pp. 229-237
-
-
Sekiguchi, H.1
Ohta, H.2
-
37
-
-
0018480649
-
A computer model for the analysis of ground movement in London clay
-
Simpson, B. and O'Riordam, N. J. and Croft, D. D. (1979): "A computer model for the analysis of ground movement in London clay," Géotechnique, Vol. 29, No. 1, pp. 149-175.
-
(1979)
Géotechnique
, vol.29
, Issue.1
, pp. 149-175
-
-
Simpson, B.1
O'Riordam, N.J.2
Croft, D.D.3
-
38
-
-
0024935417
-
Fabric tensors in constitutive equations for granular materials
-
Tobita, Y. (1989): "Fabric tensors in constitutive equations for granular materials," Soils and Foundations, Vol. 29, No. 4, pp. 91-104.
-
(1989)
Soils and Foundations
, vol.29
, Issue.4
, pp. 91-104
-
-
Tobita, Y.1
-
39
-
-
0021439091
-
Performance of preloaded and stage-loaded structures on soft soils in Trinidad
-
Watson, G. H., Crooks, J. H. A., Williams, R. S. and Yam, C. C. (1984): "Performance of preloaded and stage-loaded structures on soft soils in Trinidad," Géotechnique, Vol. 34, No. 2, pp. 239-257.
-
(1984)
Géotechnique
, vol.34
, Issue.2
, pp. 239-257
-
-
Watson, G.H.1
Crooks, J.H.A.2
Williams, R.S.3
Yam, C.C.4
-
40
-
-
0027437036
-
Evaluation of a constitutive model for over-consolidated clays
-
Whittle, A. J. (1993): "Evaluation of a constitutive model for over-consolidated clays," Géotechnique, Vol. 43, No. 2, pp. 289-313.
-
(1993)
Géotechnique
, vol.43
, Issue.2
, pp. 289-313
-
-
Whittle, A.J.1
-
41
-
-
0023597202
-
Some considerations in the endochronic description of anisotropic hardening
-
Wu, H. C. and Yeh, W. C. (1987): "Some considerations in the endochronic description of anisotropic hardening," Acta Mech., Vol. 69, No. 1, pp. 59-76.
-
(1987)
Acta Mech.
, vol.69
, Issue.1
, pp. 59-76
-
-
Wu, H.C.1
Yeh, W.C.2
-
42
-
-
0021496902
-
Principles for constitutive equations and expressions of anisotropy in soil materials
-
Yatomi, C. and Nishihara, A. (1984): "Principles for constitutive equations and expressions of anisotropy in soil materials," Soils and Foundations, Vol. 24, No. 3, pp. 15-26.
-
(1984)
Soils and Foundations
, vol.24
, Issue.3
, pp. 15-26
-
-
Yatomi, C.1
Nishihara, A.2
-
43
-
-
85025220892
-
Theory of representations for tensor functions -A unified invariant approach to constitutive equations
-
Zheng, Q.-S. (1994): "Theory of representations for tensor functions -A unified invariant approach to constitutive equations," Applied Mechanics Reviews, Vol. 47, No. 11, pp. 545-587.
-
(1994)
Applied Mechanics Reviews
, vol.47
, Issue.11
, pp. 545-587
-
-
Zheng, Q.-S.1
|