-
1
-
-
0020274432
-
Constitutive equations for normally consolidated clay based on elasto-viscoplasticity
-
Adachi T. Oka F. Constitutive equations for normally consolidated clay based on elasto-viscoplasticity Soils Found. 22 4 1982 55-70
-
(1982)
Soils Found.
, vol.22
, Issue.4
, pp. 55-70
-
-
Adachi, T.1
Oka, F.2
-
2
-
-
0021575785
-
Constitutive equations for sands and overconsolidated clays and assigned works for sand
-
G. Gudehus, F. Darve, & I. Vardoulakis (Eds.), Grenoble: Balkema 6-8 September 1982
-
Adachi T. Oka F. Constitutive equations for sands and overconsolidated clays and assigned works for sand Gudehus G. Darve F. Vardoulakis I. Proc. Int. Workshop on Constitutive Relations for Soils 6-8 September 1982 1984 141-157 Balkema Grenoble
-
(1984)
Proc. Int. Workshop on Constitutive Relations for Soils
, pp. 141-157
-
-
Adachi, T.1
Oka, F.2
-
3
-
-
0023418714
-
Mathematical structure of an overstress elasto-viscoplastic model for clay
-
Adachi T. Oka F. Mimura M. Mathematical structure of an overstress elasto-viscoplastic model for clay Soils Found. 27 3 1987 31-42
-
(1987)
Soils Found.
, vol.27
, Issue.3
, pp. 31-42
-
-
Adachi, T.1
Oka, F.2
Mimura, M.3
-
4
-
-
2442543780
-
Superloading yield surface concept for highly structured soil behavior
-
Asaoka A. Nakano M. Noda T. Superloading yield surface concept for highly structured soil behavior Soils Found. 40 2 2000 99-110
-
(2000)
Soils Found.
, vol.40
, Issue.2
, pp. 99-110
-
-
Asaoka, A.1
Nakano, M.2
Noda, T.3
-
5
-
-
3242714600
-
A mathematical model of grouted sand allowing for strength degradation
-
G. N. Pande, & S. Pietruszczak (Eds.), Swansea, UK: Balkema, 24-27 August
-
Di Prisco C. Matiotti R. Nova R. A mathematical model of grouted sand allowing for strength degradation Pande G.N. Pietruszczak S. Proc. 4th Int. Symp. on Numerical Models in Geomechanics, vol. 1 24-27 August 1992 25-35 Balkema Swansea, UK
-
(1992)
Proc. 4th Int. Symp. on Numerical Models in Geomechanics
, vol.1
, pp. 25-35
-
-
Di Prisco, C.1
Matiotti, R.2
Nova, R.3
-
6
-
-
13644257818
-
Conditions for compaction bands in porous rock
-
Issen K.A. Rudnicki J.W. Conditions for compaction bands in porous rock J. Geophy. Res. 105 B9 2000 21529-21536
-
(2000)
J. Geophy. Res.
, vol.105
, Issue.B9
, pp. 21529-21536
-
-
Issen, K.A.1
Rudnicki, J.W.2
-
8
-
-
0026141881
-
Dynamic strain localization in fluid-saturated porous media
-
Loret B. Prevost J.H. Dynamic strain localization in fluid-saturated porous media Proc. of ASCE J. Engrg. Mech. 117 4 1991 907-922
-
(1991)
Proc. of ASCE
, vol.117
, Issue.4
, pp. 907-922
-
-
Loret, B.1
Prevost, J.H.2
-
9
-
-
0033100231
-
Strain localization in fluid-saturated anisotropic elastic-plastic porous media with double porosity
-
Loret B. Rizzi E. Strain localization in fluid-saturated anisotropic elastic-plastic porous media with double porosity J. Mech. Phys. Solids 47 3 1999 503-530
-
(1999)
J. Mech. Phys. Solids
, vol.47
, Issue.3
, pp. 503-530
-
-
Loret, B.1
Rizzi, E.2
-
10
-
-
0005791022
-
A cyclic elasto-viscoplastic constitutive model for clay based on the non-linear-hardening rule
-
G. N. Pande, & S. Pietruszczak (Eds.), Swansea, UK: Balkema, 24-27 August
-
Oka F. A cyclic elasto-viscoplastic constitutive model for clay based on the non-linear-hardening rule Pande G.N. Pietruszczak S. Proc. 4th Int. Symp. on Numerical Models in Geomechanics, vol. 1 24-27 August 1992 105-114 Balkema Swansea, UK
-
(1992)
Proc. 4th Int. Symp. on Numerical Models in Geomechanics
, vol.1
, pp. 105-114
-
-
Oka, F.1
-
11
-
-
0028467225
-
Instability of an elasto-viscoplastic constitutive model for clay and strain localization
-
Oka F. Adachi T. Yashima A. Instability of an elasto-viscoplastic constitutive model for clay and strain localization Mech. Mater. 18 1994 119-129
-
(1994)
Mech. Mater.
, vol.18
, pp. 119-129
-
-
Oka, F.1
Adachi, T.2
Yashima, A.3
-
12
-
-
0029204153
-
A strain localization analysis of clay using a strain softening viscoplastic model
-
Oka F. Adachi T. Yashima A. A strain localization analysis of clay using a strain softening viscoplastic model Int. J. Plast. 11 5 1995 523-545
-
(1995)
Int. J. Plast.
, vol.11
, Issue.5
, pp. 523-545
-
-
Oka, F.1
Adachi, T.2
Yashima, A.3
-
13
-
-
0032470910
-
A constitutive model for soft rock with both strain softening and negative dilatancy
-
A. Evangelista, & L. Picarelli (Eds.), Naples, Italy: Balkema
-
Oka F. Adachi T. Yashima A. A constitutive model for soft rock with both strain softening and negative dilatancy Evangelista A. Picarelli L. The Geotechnics of Hard Soils-Soft Rocks, Proc. 2nd Int. Symp. on Hard Soils-Soft Rocks, vol. 2 1998 737-744 Balkema Naples, Italy
-
(1998)
The Geotechnics of Hard Soils-Soft Rocks, Proc. 2nd Int. Symp. on Hard Soils-Soft Rocks
, vol.2
, pp. 737-744
-
-
Oka, F.1
Adachi, T.2
Yashima, A.3
-
14
-
-
0032586516
-
A cyclic elasto-plastic constitutive model for sand considering a plastic-strain dependence of the shear modulus
-
Oka F. Yashima A. Tateishi A. Taguchi Y. Yamashita S. A cyclic elasto-plastic constitutive model for sand considering a plastic-strain dependence of the shear modulus Géotechnique 49 5 1999 661-680
-
(1999)
Géotechnique
, vol.49
, Issue.5
, pp. 661-680
-
-
Oka, F.1
Yashima, A.2
Tateishi, A.3
Taguchi, Y.4
Yamashita, S.5
-
15
-
-
0033877251
-
Instability of gradient-dependent elastoviscoplastic model for clay and strain localization
-
Oka F. Yashima A. Sawada K. Aifantis E.C. Instability of gradient-dependent elastoviscoplastic model for clay and strain localization Comput. Methods Appl. Mech. Engrg. 183 2000 67-86
-
(2000)
Comput. Methods Appl. Mech. Engrg.
, vol.183
, pp. 67-86
-
-
Oka, F.1
Yashima, A.2
Sawada, K.3
Aifantis, E.C.4
-
16
-
-
2142770899
-
Effects of material inhomogeneity and transport of pore water on strain localization analysis of fluid-saturated strain gradient viscoplastic geomaterial
-
A. S. Zhang, H. Khan, & Y. Yuan (Eds.), : Neat Press
-
Oka F. Higo Y. Jiang M. Effects of material inhomogeneity and transport of pore water on strain localization analysis of fluid-saturated strain gradient viscoplastic geomaterial Zhang A.S. Khan H. Yuan Y. Proc. of 8th Int. Symp. on Plasticity and Current Applications 2000 306-308 Neat Press
-
(2000)
Proc. of 8th Int. Symp. on Plasticity and Current Applications
, pp. 306-308
-
-
Oka, F.1
Higo, Y.2
Jiang, M.3
-
17
-
-
0037014434
-
Effect of dilatancy on the strain localization of water-saturated elasto-viscoplastic soil
-
Oka F. Higo Y. Kimoto S. Effect of dilatancy on the strain localization of water-saturated elasto-viscoplastic soil Int. J. Solids Struct. 39 2002 3625-3647
-
(2002)
Int. J. Solids Struct.
, vol.39
, pp. 3625-3647
-
-
Oka, F.1
Higo, Y.2
Kimoto, S.3
-
18
-
-
0033541451
-
Theoretical and experimental investigation of compaction bands
-
Olsson W.A. Theoretical and experimental investigation of compaction bands J. Geophys. Res. 104 B4 1999 7219-7228
-
(1999)
J. Geophys. Res.
, vol.104
, Issue.B4
, pp. 7219-7228
-
-
Olsson, W.A.1
-
19
-
-
0001077171
-
The constitutive equations for work-hardening and rate sensitive plastic materials
-
Perzyna P. The constitutive equations for work-hardening and rate sensitive plastic materials Proc. Vib. Probl., Warsaw 4 3 1963 281-290
-
(1963)
Proc. Vib. Probl., Warsaw
, vol.4
, Issue.3
, pp. 281-290
-
-
Perzyna, P.1
-
20
-
-
0021172614
-
A tangent modulus method for rate dependent solids
-
Pierce D. Shih C.F. Needleman A. A tangent modulus method for rate dependent solids Comput. Struct. 18 5 1984 875-887
-
(1984)
Comput. Struct.
, vol.18
, Issue.5
, pp. 875-887
-
-
Pierce, D.1
Shih, C.F.2
Needleman, A.3
-
21
-
-
0014731154
-
Microstructural changes in soft quick clay at failure
-
Pusch R. Microstructural changes in soft quick clay at failure Can. Geotech. J. 7 1 1970 1-7
-
(1970)
Can. Geotech. J.
, vol.7
, Issue.1
, pp. 1-7
-
-
Pusch, R.1
-
22
-
-
0032715419
-
Strain localization in fluid-saturated anisotropic elastic-plastic porous media
-
Rizzi E. Loret B. Strain localization in fluid-saturated anisotropic elastic-plastic porous media Int. J. Engrg. Sci. 37 2 1999 235-251
-
(1999)
Int. J. Engrg. Sci.
, vol.37
, Issue.2
, pp. 235-251
-
-
Rizzi, E.1
Loret, B.2
-
23
-
-
0016647841
-
Conditions for the localization of deformation in pressure-sensitive dilatant materials
-
Rudnicki J.W. Rice J.R. Conditions for the localization of deformation in pressure-sensitive dilatant materials J. Mech. Phys. Solids 23 1975 371-394
-
(1975)
J. Mech. Phys. Solids
, vol.23
, pp. 371-394
-
-
Rudnicki, J.W.1
Rice, J.R.2
-
25
-
-
0035392720
-
Localized failure modes in a compactant porous rock
-
Wong T.-f. Baud P. Klein E. Localized failure modes in a compactant porous rock Geophys. Res. Lett. 28 13 2001 2521-2524
-
(2001)
Geophys. Res. Lett.
, vol.28
, Issue.13
, pp. 2521-2524
-
-
Wong, T.-f.1
Baud, P.2
Klein, E.3
-
26
-
-
2142829168
-
Mechanical behavior and micro-structure of Osaka upper-most Pleistocene marine clay
-
in Japanese
-
Yashima A. Shigematsu H. Oka F. Nagaya J. Mechanical behavior and micro-structure of Osaka upper-most Pleistocene marine clay J. Geotech. Engrg. 624 V-47 1999 217-229 (in Japanese)
-
(1999)
J. Geotech. Engrg.
, vol.624
, Issue.V-47
, pp. 217-229
-
-
Yashima, A.1
Shigematsu, H.2
Oka, F.3
Nagaya, J.4
-
27
-
-
0034188644
-
Gradient-dependent plasticity model and dynamic strain localisation analysis of saturated and partially saturated porous media: One dimensional model
-
Zhang H.W. Schrefler B.A Gradient-dependent plasticity model and dynamic strain localisation analysis of saturated and partially saturated porous media: One dimensional model Eur. J. Mech. A/Solids 19 3 2000 503-524
-
(2000)
Eur. J. Mech. A/Solids
, vol.19
, Issue.3
, pp. 503-524
-
-
Zhang, H.W.1
Schrefler B.A2
-
28
-
-
0035255206
-
Numerical analysis of dynamic strain localisation in initially water saturated dense sand with a modified generalized plasticity model
-
Zhang H.W. Sanavia L. Schrefler B.A. Numerical analysis of dynamic strain localisation in initially water saturated dense sand with a modified generalized plasticity model Comput. Struct. 79 4 2001 441-459
-
(2001)
Comput. Struct.
, vol.79
, Issue.4
, pp. 441-459
-
-
Zhang, H.W.1
Sanavia, L.2
Schrefler, B.A.3
-
29
-
-
0035158682
-
Uniqueness and localization analysis of elastic-plastic saturated porous media
-
Zhang H.W. Schrefler B.A. Uniqueness and localization analysis of elastic-plastic saturated porous media Int. J. Numer. Anal. Methods Geomech. 25 1 2001 29-48
-
(2001)
Int. J. Numer. Anal. Methods Geomech.
, vol.25
, Issue.1
, pp. 29-48
-
-
Zhang, H.W.1
Schrefler, B.A.2
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