-
1
-
-
0028667689
-
Cyclic mobility behaviour of sand by the three-dimensional strain-space multi-mechanism model
-
Akiyoshi, T., Matsumoto, H., Fuchida, K. & Fang, H. L. (1994). Cyclic mobility behaviour of sand by the three-dimensional strain-space multi-mechanism model. Int. J. Numerical and Analytical Methods in Geomechanics 18, No. 6, 397-415.
-
(1994)
Int. J. Numerical and Analytical Methods in Geomechanics
, vol.18
, Issue.6
, pp. 397-415
-
-
Akiyoshi, T.1
Matsumoto, H.2
Fuchida, K.3
Fang, H.L.4
-
2
-
-
0008951214
-
-
M. Phil thesis, Cambridge University
-
Al-Tabbaa, A. (1984). Anisotropy of clay. M. Phil thesis, Cambridge University.
-
(1984)
Anisotropy of Clay
-
-
Al-Tabbaa, A.1
-
3
-
-
0023590603
-
Some measurements of the permeability of kaolin
-
Al-Tabbaa, A. & Wood, D. M. (1987). Some measurements of the permeability of kaolin. Géotechnique 37, No. 4, 499-503.
-
(1987)
Géotechnique
, vol.37
, Issue.4
, pp. 499-503
-
-
Al-Tabbaa, A.1
Wood, D.M.2
-
4
-
-
0003812911
-
Plastic Behaviour and Design
-
Cambridge University Press
-
Baker, Sir J., Horne, M. R. & Heyman, J. (1965). 'Plastic Behaviour and Design', The Steel Skeleton, Volume 2, Cambridge University Press.
-
(1965)
The Steel Skeleton
, vol.2
-
-
Baker, J.1
Horne, M.R.2
Heyman, J.3
-
6
-
-
0018455636
-
Elastic-plastic model for saturated sand
-
Baladi, G. Y. & Rohani, B. (1979). Elastic-plastic model for saturated sand. ASCE J. Geotechnical Eng. Div. 105, No. 4, 465-480.
-
(1979)
ASCE J. Geotechnical Eng. Div.
, vol.105
, Issue.4
, pp. 465-480
-
-
Baladi, G.Y.1
Rohani, B.2
-
7
-
-
85143588583
-
Poly-axial stress-strain relations of a strain-hardening metal
-
Batdorf, S. B. & Buidiansky, B. (1954). Poly-axial stress-strain relations of a strain-hardening metal. J. Appl. Mech. 21, 323-326.
-
(1954)
J. Appl. Mech.
, vol.21
, pp. 323-326
-
-
Batdorf, S.B.1
Buidiansky, B.2
-
8
-
-
0017910984
-
Endochronic inelasticity and incremental plasticity
-
Bazant, Z. P. (1978). Endochronic inelasticity and incremental plasticity. Int. J. Solids and Structures 14, 691-714.
-
(1978)
Int. J. Solids and Structures
, vol.14
, pp. 691-714
-
-
Bazant, Z.P.1
-
9
-
-
0016939606
-
Endochronic constitutive law for liquefaction of sand
-
Bazant, Z. P. & Krizek, R. J. (1976). Endochronic constitutive law for liquefaction of sand. ASCE J. Eng. Mech. Div. 102, No. 2, 225-238.
-
(1976)
ASCE J. Eng. Mech. Div.
, vol.102
, Issue.2
, pp. 225-238
-
-
Bazant, Z.P.1
Krizek, R.J.2
-
10
-
-
85025050441
-
The yielding and dilation of clay
-
Correspondence
-
Burland, J. B. (1965). The yielding and dilation of clay. Correspondence, Géotechnique 15, 211-214.
-
(1965)
Géotechnique
, vol.15
, pp. 211-214
-
-
Burland, J.B.1
-
11
-
-
0018712811
-
A natural compression law for soils-an advance on e-logp
-
Butterfield, R. (1979). A natural compression law for soils-an advance on e-logp. Géotechnique 29, 469-480.
-
(1979)
Géotechnique
, vol.29
, pp. 469-480
-
-
Butterfield, R.1
-
12
-
-
85025056246
-
A micro-structural view of the mechanical properties of saturated clay
-
Calladine, C. R. (1971). A micro-structural view of the mechanical properties of saturated clay. Géotechnique 21, No. 4, 391-415.
-
(1971)
Géotechnique
, vol.21
, Issue.4
, pp. 391-415
-
-
Calladine, C.R.1
-
13
-
-
3342966310
-
A constitutive model for granular materials based on two plasticity mechanisms
-
(eds. A. Saada & G. Bianchini) Balkema
-
Cambou, B. & Jafari, K. (1988). A constitutive model for granular materials based on two plasticity mechanisms. In Constitutive Equations for Granular Non-Cohesive Soils (eds. A. Saada & G. Bianchini) pp. 149-167, Balkema.
-
(1988)
Constitutive Equations for Granular Non-Cohesive Soils
, pp. 149-167
-
-
Cambou, B.1
Jafari, K.2
-
14
-
-
0024797463
-
An elastoplastic model for granular material using three plasticity mechanisms
-
(eds. S. Pietruszczak and G. N. Pande) Balkema
-
Cambou, B., Jafari, K. & Elamrani, K. (1989). An elastoplastic model for granular material using three plasticity mechanisms. Proc. 3rd Int. Conf. Numerical Models in Geomechanics (eds. S. Pietruszczak and G. N. Pande) pp. 1-8, Balkema.
-
(1989)
Proc. 3rd Int. Conf. Numerical Models in Geomechanics
, pp. 1-8
-
-
Cambou, B.1
Jafari, K.2
Elamrani, K.3
-
16
-
-
0019577204
-
On the characterization of strain hardening in plasticity
-
Casey, J. & Naghdi, P. M. (1981). On the characterization of strain hardening in plasticity. J. Appl. Mech. 48, 285-296.
-
(1981)
J. Appl. Mech.
, vol.48
, pp. 285-296
-
-
Casey, J.1
Naghdi, P.M.2
-
17
-
-
0343261968
-
Constitutive relations based on the internal strain tensor
-
Elsevier
-
Chang, Y. W. & Aifantis, E. C. (1987). Constitutive relations based on the internal strain tensor. Proc. Int. Conf. Constitutive Laws for Engineering Materials, Theory and Application, Vol. 1, pp. 293-299. Elsevier.
-
(1987)
Proc. Int. Conf. Constitutive Laws for Engineering Materials, Theory and Application
, vol.1
, pp. 293-299
-
-
Chang, Y.W.1
Aifantis, E.C.2
-
18
-
-
0344687970
-
Virtual work, linear programming and plastic limit analysis
-
Charnes, A., Lemke, C. E. & Zienkiewicz, O. C. (1959). Virtual work, linear programming and plastic limit analysis. Proc. Royal Society, Series A, Vol. 251, 110-116.
-
(1959)
Proc. Royal Society, Series A
, vol.251
, pp. 110-116
-
-
Charnes, A.1
Lemke, C.E.2
Zienkiewicz, O.C.3
-
19
-
-
0021609115
-
Yielding in soft clay at Mastemyr, Norway
-
Clausen, C.-J. F., Graham, J. & Wood, D. M. (1984). Yielding in soft clay at Mastemyr, Norway. Géotechnique 34, No. 4, 581-600.
-
(1984)
Géotechnique
, vol.34
, Issue.4
, pp. 581-600
-
-
Clausen, C.-J.F.1
Graham, J.2
Wood, D.M.3
-
20
-
-
85025020124
-
Discussion on 'Geotechnical properties of Belfast estuarine deposits'
-
Crooks, J. H. A. & Graham, J. (1977). Discussion on 'Geotechnical properties of Belfast estuarine deposits', Géotechnique 27, 441-447.
-
(1977)
Géotechnique
, vol.27
, pp. 441-447
-
-
Crooks, J.H.A.1
Graham, J.2
-
21
-
-
0042069135
-
Anisotropy, Reference Configuration, and Residual stresses
-
Elsevier
-
Dafalias, Y. (1987). Anisotropy, Reference Configuration, and Residual stresses. Proc. Int. Conf. Constitutive Laws for Engineering Materials, Theory and Application, Vol. 1, pp. 69-80. Elsevier.
-
(1987)
Proc. Int. Conf. Constitutive Laws for Engineering Materials, Theory and Application
, vol.1
, pp. 69-80
-
-
Dafalias, Y.1
-
23
-
-
3343005779
-
Numerical modelling of undrained behaviour of very loose sands by loading paths with sharp bends
-
(eds G. N. Pande and S. Pietruszczak), Balkema
-
Darve, F., Flavingy, E. & Meghachou, M. (1992). Numerical modelling of undrained behaviour of very loose sands by loading paths with sharp bends. Proc. 4th Int. Conf. Numerical Models in Geomechanics (eds G. N. Pande and S. Pietruszczak), pp. 85-94. Balkema.
-
(1992)
Proc. 4th Int. Conf. Numerical Models in Geomechanics
, pp. 85-94
-
-
Darve, F.1
Flavingy, E.2
Meghachou, M.3
-
26
-
-
0009594907
-
-
Elsevier
-
Desai, C. S., Krempl, E., Kiousis, P. D. & Kundu, T. (1987). Constitutive Laws for Engineering Materials: Theory and Applications, Volume 1. Elsevier.
-
(1987)
Constitutive Laws for Engineering Materials: Theory and Applications
, vol.1
-
-
Desai, C.S.1
Krempl, E.2
Kiousis, P.D.3
Kundu, T.4
-
27
-
-
0001511082
-
Material models for granular soils
-
DiMaggio, F. L. & Sandler, I. S. (1971). Material models for granular soils. ASCE J. Eng. Mech. Div. 97, No. 3, 935-950.
-
(1971)
ASCE J. Eng. Mech. Div.
, vol.97
, Issue.3
, pp. 935-950
-
-
DiMaggio, F.L.1
Sandler, I.S.2
-
28
-
-
0000173484
-
Soil mechanics and work-hardening theories of plasticity
-
Drucker, D. C., Gibson, R. E. & Henkel, D. J. (1957). Soil mechanics and work-hardening theories of plasticity. Trans. ASCE 122, 338-346.
-
(1957)
Trans. ASCE
, vol.122
, pp. 338-346
-
-
Drucker, D.C.1
Gibson, R.E.2
Henkel, D.J.3
-
29
-
-
0000428440
-
Soil mechanics and plastic analysis for limit design
-
Drucker, D. C. & Prager, W. (1952). Soil mechanics and plastic analysis for limit design. Quart. Appl. Math. 10, 157-165.
-
(1952)
Quart. Appl. Math.
, vol.10
, pp. 157-165
-
-
Drucker, D.C.1
Prager, W.2
-
31
-
-
0024165829
-
Yield envelopes: Identification and geometrical properties
-
Graham, J., Crooks, J. H. A. & Lau, S. L. K. (1988). Yield envelopes: identification and geometrical properties. Géotechnique 38, No. 1, 125-134.
-
(1988)
Géotechnique
, vol.38
, Issue.1
, pp. 125-134
-
-
Graham, J.1
Crooks, J.H.A.2
Lau, S.L.K.3
-
32
-
-
3342886525
-
Sols pulvérents sous chargements cycliques
-
Association Amicale des Ingenieurs Anciens Elèves de l'Ecole Nationale des Ponts et Chausées, Palaiseau France
-
Habib, F. & Luong, M. P. (1978). Sols pulvérents sous chargements cycliques. Materiaux et Structures sous Chargement Cycliques, Association Amicale des Ingenieurs Anciens Elèves de l'Ecole Nationale des Ponts et Chausées, Palaiseau France, 49-79.
-
(1978)
Materiaux et Structures sous Chargement Cycliques
, pp. 49-79
-
-
Habib, F.1
Luong, M.P.2
-
34
-
-
85034476904
-
-
1080 Main ST, Pawtucket RI 02860-4847
-
Hibbit, Karlsson, & Sorenson Inc. (1994). Manuals for Abaqus Version 5.4, 1080 Main ST, Pawtucket RI 02860-4847.
-
(1994)
Manuals for Abaqus Version 5.4
-
-
-
36
-
-
0026883211
-
Strain space plasticity model for cyclic mobility
-
Iai, S., Matsunaga, Y. & Kameoka, T. (1992). Strain space plasticity model for cyclic mobility. Soils and Foundations 32, No. 2, 1-15.
-
(1992)
Soils and Foundations
, vol.32
, Issue.2
, pp. 1-15
-
-
Iai, S.1
Matsunaga, Y.2
Kameoka, T.3
-
37
-
-
0027561199
-
Three dimensional formulation and objectivity of a strain-space multiple mechanism model for sand
-
Iai, S. (1993). Three dimensional formulation and objectivity of a strain-space multiple mechanism model for sand. Soils and Foundations 33, No. 1, 192-199.
-
(1993)
Soils and Foundations
, vol.33
, Issue.1
, pp. 192-199
-
-
Iai, S.1
-
38
-
-
0027802377
-
Liquefaction and flow failure during earthquakes
-
Ishihara, K. (1993). Liquefaction and flow failure during earthquakes. Géotechnique 43, No. 3, 351-415.
-
(1993)
Géotechnique
, vol.43
, Issue.3
, pp. 351-415
-
-
Ishihara, K.1
-
40
-
-
0027789258
-
Anisotropic three-dimensional behaviour of a normally consolidated clay
-
Kirkgard, M. M. & Lade, P. V. (1993). Anisotropic three-dimensional behaviour of a normally consolidated clay. Canadian Geotechnical Journal 30, No. 5, 848-858.
-
(1993)
Canadian Geotechnical Journal
, vol.30
, Issue.5
, pp. 848-858
-
-
Kirkgard, M.M.1
Lade, P.V.2
-
41
-
-
3342998792
-
State of the art: Data reduction and application for analytical modelling
-
ASTM STP 740 (eds R. N. Young & F. C. Townsend)
-
Ko, H.-Y. & Sture, S. (1981). State of the art: Data reduction and application for analytical modelling. Laboratory Shear Strength of Soil, ASTM STP 740 (eds R. N. Young & F. C. Townsend), pp. 329-386.
-
(1981)
Laboratory Shear Strength of Soil
, pp. 329-386
-
-
Ko, H.-Y.1
Sture, S.2
-
42
-
-
0017722509
-
Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces
-
Lade, P. V. (1977). Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces, Int. J. Solids and Structures 13, No. 11, 1019-1035.
-
(1977)
Int. J. Solids and Structures
, vol.13
, Issue.11
, pp. 1019-1035
-
-
Lade, P.V.1
-
43
-
-
0011414525
-
Double hardening constitutive model for soils, parameter determination and predictions for two sands
-
(eds A. Saada and G. Bianchini), Balkema
-
Lade, P. V. (1988). Double hardening constitutive model for soils, parameter determination and predictions for two sands. In Constitutive Equations for Granular Non-Cohesive Soils (eds A. Saada and G. Bianchini), pp. 367-382. Balkema.
-
(1988)
Constitutive Equations for Granular Non-Cohesive Soils
, pp. 367-382
-
-
Lade, P.V.1
-
44
-
-
0016568353
-
Elastoplastic stress-strain theory for cohesive soil
-
Lade, P. V. & Duncan, J. M. (1975). Elastoplastic stress-strain theory for cohesive soil. ASCE J. Geotech. Engng Div. 101, 1037-1053.
-
(1975)
ASCE J. Geotech. Engng Div.
, vol.101
, pp. 1037-1053
-
-
Lade, P.V.1
Duncan, J.M.2
-
45
-
-
0019264548
-
Cyclic 3D stress paths and superposition of hysteresis loops
-
Swansea
-
Lewin, P. I. (1980). Cyclic 3D stress paths and superposition of hysteresis loops. Int. Symp. Soils under Cyclic and Transient Loading, Swansea, 225-229.
-
(1980)
Int. Symp. Soils under Cyclic and Transient Loading
, pp. 225-229
-
-
Lewin, P.I.1
-
46
-
-
0025226433
-
Geomechanical applications of the theory of multi-mechanisms
-
(ed. F. Darve), Elsevier
-
Loret, B. (1990). Geomechanical applications of the theory of multi-mechanisms. Geomaterials: Constitutive Equations and Modelling (ed. F. Darve), pp. 187-211. Elsevier.
-
(1990)
Geomaterials: Constitutive Equations and Modelling
, pp. 187-211
-
-
Loret, B.1
-
47
-
-
0019244244
-
Stress-strain aspects of cohesionless soils under cyclic and transient loading
-
Balkema
-
Luong, M. P. (1980). Stress-strain aspects of cohesionless soils under cyclic and transient loading. Proc. Int. Symp. Soils under Cyclic and Transient Loading, pp. 315-324. Balkema.
-
(1980)
Proc. Int. Symp. Soils under Cyclic and Transient Loading
, pp. 315-324
-
-
Luong, M.P.1
-
48
-
-
0010534991
-
Undrained behaviour of cohesionless soils under cyclic and transient loading
-
Univ. of Missouri-Rolla, St Louis, USA
-
Luong, M. P. & Sidaner, J. F. (1981). Undrained behaviour of cohesionless soils under cyclic and transient loading. Proc. Int. Conf. Recent Advances in Geotechnical Engineering and Soil Dynamics, Vo). 1, Univ. of Missouri-Rolla, St Louis, USA.
-
(1981)
Proc. Int. Conf. Recent Advances in Geotechnical Engineering and Soil Dynamics
, vol.1
-
-
Luong, M.P.1
Sidaner, J.F.2
-
49
-
-
0002387228
-
Stress-strain relationships of sands based on the mobilised plane
-
Matsuoka, H. (1974). Stress-strain relationships of sands based on the mobilised plane. Soils and Foundations 14, No. 2, 47-61.
-
(1974)
Soils and Foundations
, vol.14
, Issue.2
, pp. 47-61
-
-
Matsuoka, H.1
-
50
-
-
0016929665
-
On the significance of the spatially mobilised plane
-
Matsuoka, H. (1976). On the significance of the spatially mobilised plane. Soils and Foundations 16, No. 1, 91-100.
-
(1976)
Soils and Foundations
, vol.16
, Issue.1
, pp. 91-100
-
-
Matsuoka, H.1
-
51
-
-
0016352892
-
Stress-deformation and strength characteristics of soil under three different principal stresses
-
Matsuoka, H. & Nakai, T. (1974). Stress-deformation and strength characteristics of soil under three different principal stresses. Proc. JSCE, 232, 59-70.
-
(1974)
Proc. JSCE
, vol.232
, pp. 59-70
-
-
Matsuoka, H.1
Nakai, T.2
-
52
-
-
0012440023
-
Stress-strain relationship of soil based on the SMP
-
Tokyo
-
Matsuoka, H. & Nakai, T. (1977). Stress-strain relationship of soil based on the SMP. Speciality Session 9, 9th JCSMFE, Tokyo, 153-162.
-
(1977)
Speciality Session 9, 9th JCSMFE
, pp. 153-162
-
-
Matsuoka, H.1
Nakai, T.2
-
53
-
-
0029484404
-
Extension of the spatially mobilised plane (SMP) to frictional and cohesive materials and its application to cemented sands
-
Matsuoka, H. & Sun, D. A. (1995). Extension of the spatially mobilised plane (SMP) to frictional and cohesive materials and its application to cemented sands. Soils and Foundations 35, No. 4, 63-72.
-
(1995)
Soils and Foundations
, vol.35
, Issue.4
, pp. 63-72
-
-
Matsuoka, H.1
Sun, D.A.2
-
54
-
-
0025445162
-
A general failure criterion and stress-strain relation for granular materials to metals
-
Matsuoka, H., Hoshikawa, T. & Ueno, K. (1990). A general failure criterion and stress-strain relation for granular materials to metals. Soils and Foundations 30, No. 2, 119-127.
-
(1990)
Soils and Foundations
, vol.30
, Issue.2
, pp. 119-127
-
-
Matsuoka, H.1
Hoshikawa, T.2
Ueno, K.3
-
55
-
-
0024821711
-
A new double-hardening model for soils under cyclic loading
-
(eds. S. Pietruszczak & G. N. Pande), Balkema
-
Meimon, Y. & Tan, C. H. (1989). A new double-hardening model for soils under cyclic loading. Proc. 3rd Int. Conf. Numerical Models in Geomechanics (eds. S. Pietruszczak & G. N. Pande), pp. 28-35. Balkema.
-
(1989)
Proc. 3rd Int. Conf. Numerical Models in Geomechanics
, pp. 28-35
-
-
Meimon, Y.1
Tan, C.H.2
-
56
-
-
3342881253
-
A multi-directional sliding model of soil deformation
-
(eds A. Saada & G. Bianchini), Balkema
-
Miura, K. & Finn, W. D. L. (1988). A multi-directional sliding model of soil deformation. In Constitutive Equations for Granular Non-Cohesive Soils (eds A. Saada & G. Bianchini), pp. 465-480. Balkema.
-
(1988)
Constitutive Equations for Granular Non-Cohesive Soils
, pp. 465-480
-
-
Miura, K.1
Finn, W.D.L.2
-
57
-
-
3342900405
-
Deformation prediction for anisotropic sand during the rotation of principal axes
-
Miura, K., Miura, S. & Toki, S. (1986). Deformation prediction for anisotropic sand during the rotation of principal axes. Soils and Foundations 14, No. 2, 47-61.
-
(1986)
Soils and Foundations
, vol.14
, Issue.2
, pp. 47-61
-
-
Miura, K.1
Miura, S.2
Toki, S.3
-
58
-
-
3342945446
-
A multi-surface model for non-cohesive soil
-
(eds A. Saada & G. Bianchini), Balkema
-
Mizuno, E. & Chen, W. F. (1988). A multi-surface model for non-cohesive soil. In Constitutive Equations for Granular Non-Cohesive Soils (eds A. Saada & G. Bianchini), pp. 481-500. Balkema.
-
(1988)
Constitutive Equations for Granular Non-Cohesive Soils
, pp. 481-500
-
-
Mizuno, E.1
Chen, W.F.2
-
59
-
-
3342948876
-
Initial state for anisotropic elasto-plastic model
-
(eds G. N. Pande & W. F. van Impe), M. Jackson & Son
-
Molenkamp, F. & van Ommen, A. (1986). Initial state for anisotropic elasto-plastic model. 2nd Int. Symp. Numerical Models in Geomechanics (eds G. N. Pande & W. F. van Impe), pp. 25-31. M. Jackson & Son.
-
(1986)
2nd Int. Symp. Numerical Models in Geomechanics
, pp. 25-31
-
-
Molenkamp, F.1
Van Ommen, A.2
-
60
-
-
3342964582
-
Approaches to modelling the cyclic stress-strain response of soils
-
(eds M. P. O'Reilly & S. F. Brown), Blackie
-
Muir Wood, D. (1991). Approaches to modelling the cyclic stress-strain response of soils. In Cyclic Loading of Soils (eds M. P. O'Reilly & S. F. Brown), pp. 19-69. Blackie.
-
(1991)
Cyclic Loading of Soils
, pp. 19-69
-
-
Muir Wood, D.1
-
62
-
-
0016557937
-
The significance of formulating plasticity theory with reference to loading surfaces in strain space
-
Naghdi, P. M. & Trapp, J. A. (1975). The significance of formulating plasticity theory with reference to loading surfaces in strain space. Int. J. Eng. Sci. 13, 785-797.
-
(1975)
Int. J. Eng. Sci.
, vol.13
, pp. 785-797
-
-
Naghdi, P.M.1
Trapp, J.A.2
-
63
-
-
34250971713
-
A mathematical theory of the mechanical behaviour of continuous media
-
Noll, W. (1958). A mathematical theory of the mechanical behaviour of continuous media. Arch. Rational Mechanics and Analysis 2, 197-226.
-
(1958)
Arch. Rational Mechanics and Analysis
, vol.2
, pp. 197-226
-
-
Noll, W.1
-
64
-
-
36149006492
-
Reciprocal relations in irreversible processes I and II
-
Onsager, L. (1931). Reciprocal relations in irreversible processes I and II. Phys. Review, V. 37, 405-426 and 38, 2265-2279.
-
(1931)
Phys. Review
, vol.37
, pp. 405-426
-
-
Onsager, L.1
-
65
-
-
36149006040
-
-
Onsager, L. (1931). Reciprocal relations in irreversible processes I and II. Phys. Review, V. 37, 405-426 and 38, 2265-2279.
-
Phys. Review
, vol.38
, pp. 2265-2279
-
-
-
66
-
-
0022216222
-
Multilaminate reflecting surface model and its applications
-
(eds P. K. Banerjee & R. Butterfield), Chapter 3. Elsevier
-
Pande, G. N. (1985). Multilaminate reflecting surface model and its applications. In Developments in Soil Mechanics and Foundation Engineering 2 (eds P. K. Banerjee & R. Butterfield), Chapter 3. Elsevier.
-
(1985)
Developments in Soil Mechanics and Foundation Engineering 2
-
-
Pande, G.N.1
-
68
-
-
0020970283
-
Multi-laminate model of clays - A numerical evaluation of the influence of rotation of the principal stress axes
-
Pande, G. N. & Sharma, K. G. (1983). Multi-laminate model of clays - a numerical evaluation of the influence of rotation of the principal stress axes. Int. J. Numerical and Analytical Methods in Geomechanics 7, 397-418.
-
(1983)
Int. J. Numerical and Analytical Methods in Geomechanics
, vol.7
, pp. 397-418
-
-
Pande, G.N.1
Sharma, K.G.2
-
70
-
-
3342905529
-
Constitutive modelling of sand behaviour
-
(eds. G. N. Pande & S. Pietruszczak), Balkema
-
Pastor, M., Zienkiewicz, O. C. & Guang-Dou, X. (1992), Constitutive modelling of sand behaviour. Proc. 4th Int. Conf. Numerical Models in Geomechanics (eds. G. N. Pande & S. Pietruszczak), pp. 15-24. Balkema.
-
(1992)
Proc. 4th Int. Conf. Numerical Models in Geomechanics
, pp. 15-24
-
-
Pastor, M.1
Zienkiewicz, O.C.2
Guang-Dou, X.3
-
71
-
-
84918660009
-
Internal variable model for frictional materials
-
(eds. A. Saada & G. Bianchini), Balkema
-
Peters, J. F. (1988). Internal variable model for frictional materials. In Constitutive Equations for Granular Non-Cohesive Soils (eds. A. Saada & G. Bianchini), pp. 551-569. Balkema.
-
(1988)
Constitutive Equations for Granular Non-Cohesive Soils
, pp. 551-569
-
-
Peters, J.F.1
-
72
-
-
0024830357
-
Description of clay anisotropy employing the concept of directional variation of porosity
-
Elsevier
-
Pietruszczak, S. & Krucinski, S. (1989). Description of clay anisotropy employing the concept of directional variation of porosity. Proc. 3rd Int. Conf. Numerical Models in Geomechanics, pp. 61-70. Elsevier.
-
(1989)
Proc. 3rd Int. Conf. Numerical Models in Geomechanics
, pp. 61-70
-
-
Pietruszczak, S.1
Krucinski, S.2
-
74
-
-
3342929887
-
Modelling of geomaterials; microplane model
-
(eds G. N. Pande & S. Pietruszczak), Balkema
-
Prat, P. C. (1992). Modelling of geomaterials; microplane model. Proc. 4th Int. Conf. Numerical Models in Geomechanics. (eds G. N. Pande & S. Pietruszczak), pp. 97-104. Balkema.
-
(1992)
Proc. 4th Int. Conf. Numerical Models in Geomechanics
, pp. 97-104
-
-
Prat, P.C.1
-
75
-
-
0024813187
-
Microplane model for triaxial deformation of soils
-
(eds. S. Pietruszczak & G. N. Pande), Elsevier
-
Prat, P. C. & Bazant, Z. P (1989). Microplane model for triaxial deformation of soils. Proc. 3rd Int. Conf. Numerical Models in Geomechanics. (eds. S. Pietruszczak & G. N. Pande), pp. 139-146. Elsevier.
-
(1989)
Proc. 3rd Int. Conf. Numerical Models in Geomechanics
, pp. 139-146
-
-
Prat, P.C.1
Bazant, Z.P.2
-
76
-
-
0002724115
-
On the generalised stress-strain behaviour of 'wet' clay
-
(eds J. Heyman & F. A. Leckie), Cambridge University Press
-
Roscoe, K. H. & Burland, J. B. (1968). On the generalised stress-strain behaviour of 'wet' clay. In Engineering Plasticity. (eds J. Heyman & F. A. Leckie), pp. 535-608. Cambridge University Press.
-
(1968)
Engineering Plasticity
, pp. 535-608
-
-
Roscoe, K.H.1
Burland, J.B.2
-
77
-
-
84978857333
-
Yielding of clays in states wetter than critical
-
Roscoe, K. H., Schofield, A. N. & Thurairajah, A. (1963). Yielding of clays in states wetter than critical. Géotechnique 13, 211-240.
-
(1963)
Géotechnique
, vol.13
, pp. 211-240
-
-
Roscoe, K.H.1
Schofield, A.N.2
Thurairajah, A.3
-
78
-
-
84862766507
-
On the yielding of soils
-
Roscoe, K. H., Schofield, A. N. & Wroth, C. P. (1958). On the yielding of soils. Géotechnique 8, 22-52.
-
(1958)
Géotechnique
, vol.8
, pp. 22-52
-
-
Roscoe, K.H.1
Schofield, A.N.2
Wroth, C.P.3
-
79
-
-
3042729062
-
A brief revue of constitutive models
-
(eds A. Saada & G. Bianchini), Baikema
-
Saada, A. (1988). A brief revue of constitutive models. In Constitutive Equations for Granular Non-Cohesive Soils. (eds A. Saada & G. Bianchini), pp. 7-10. Baikema.
-
(1988)
Constitutive Equations for Granular Non-Cohesive Soils
, pp. 7-10
-
-
Saada, A.1
-
82
-
-
0016974674
-
Generalised cap models for geological materials
-
Sandler, I. S., DiMaggio, F. L. & Baladi, G. Y. (1976). Generalised cap models for geological materials. ASCE J. Geotech. Eng. Div. 102, No. 7, 683-699.
-
(1976)
ASCE J. Geotech. Eng. Div.
, vol.102
, Issue.7
, pp. 683-699
-
-
Sandler, I.S.1
Dimaggio, F.L.2
Baladi, G.Y.3
-
85
-
-
0022267208
-
Plasticity and constitutive relations in soil mechanics
-
Scott, R. F. (1985). Plasticity and constitutive relations in soil mechanics. ASCE J. Geotechnical Engineering 111, No. 5, 563-605.
-
(1985)
ASCE J. Geotechnical Engineering
, vol.111
, Issue.5
, pp. 563-605
-
-
Scott, R.F.1
-
87
-
-
0027101168
-
Retaining structures: Displacement and design
-
Simpson, B. (1992) Retaining structures: displacement and design. Géotechnique 42, No. 4, 539-576.
-
(1992)
Géotechnique
, vol.42
, Issue.4
, pp. 539-576
-
-
Simpson, B.1
-
90
-
-
0020664608
-
The particle stress tensor
-
Szalwinski, C. M. (1983). The particle stress tensor. Géotechnique 33, No. 2, 181-182.
-
(1983)
Géotechnique
, vol.33
, Issue.2
, pp. 181-182
-
-
Szalwinski, C.M.1
-
92
-
-
0016645859
-
Yielding and plastic flow of sensitive cemented clay
-
Wong, P. K. K. & Mitchell, R. J. (1975). Yielding and plastic flow of sensitive cemented clay. Géotechnique 25, No. 4, 763-782.
-
(1975)
Géotechnique
, vol.25
, Issue.4
, pp. 763-782
-
-
Wong, P.K.K.1
Mitchell, R.J.2
-
94
-
-
0022250280
-
Soil mechanics property characterization and analysis procedures
-
San Francisco
-
Wroth, C. P. & Houlsby, G. T. (1985). Soil mechanics property characterization and analysis procedures. Proc. 11th ICSMFE, San Francisco 1, 1-53.
-
(1985)
Proc. 11th ICSMFE
, vol.1
, pp. 1-53
-
-
Wroth, C.P.1
Houlsby, G.T.2
-
95
-
-
0000818662
-
A theory of viscoplasticity without a yield surface
-
Valanis, K. C. (1971). A theory of viscoplasticity without a yield surface. Archivum Mechaniki Stoswanej 23, No. 4, 517-533.
-
(1971)
Archivum Mechaniki Stoswanej
, vol.23
, Issue.4
, pp. 517-533
-
-
Valanis, K.C.1
-
96
-
-
0000818662
-
Fundamental consequences of a new intrinsic time measure. Plasticity as a limit of the endochronic theory
-
Valanis, K. C. (1980). Fundamental consequences of a new intrinsic time measure. Plasticity as a limit of the endochronic theory. Arch. Mechanics 23, 517-533.
-
(1980)
Arch. Mechanics
, vol.23
, pp. 517-533
-
-
Valanis, K.C.1
-
97
-
-
84910831625
-
The general formulations of plasticity in stress-space and in strain-space
-
(eds C. S. Desai, E. Krempl, P. D. Kiousis & T. Kundu) Elsevier
-
Yang, Q. S., Poorooshasb, H. B. & Yong, R. N. (1987). The general formulations of plasticity in stress-space and in strain-space. In Constitutive Laws for Engineering Materials: Theory and Applications. (eds C. S. Desai, E. Krempl, P. D. Kiousis & T. Kundu) Vol. 1, 353-360. Elsevier.
-
(1987)
Constitutive Laws for Engineering Materials: Theory and Applications
, vol.1
, pp. 353-360
-
-
Yang, Q.S.1
Poorooshasb, H.B.2
Yong, R.N.3
-
98
-
-
85069336538
-
On the formulation of strain-space plasticity with multiple loading surfaces
-
Yoder, P. J. & Iwan, W. D. (1981). On the formulation of strain-space plasticity with multiple loading surfaces. ASME Trans. J. Applied Mechanics 48, No. 12. 773-778.
-
(1981)
ASME Trans. J. Applied Mechanics
, vol.48
, Issue.12
, pp. 773-778
-
-
Yoder, P.J.1
Iwan, W.D.2
-
99
-
-
0017515476
-
Time-dependent multi-laminate model for rocks - A numerical study of deformation and failure of rock masses
-
Zienkiewicz, O. C. & Pande, G. N. (1977). Time-dependent multi-laminate model for rocks - a numerical study of deformation and failure of rock masses. Int. J. Numerical and Analytical Methods in Geomechanics 2, 87-94.
-
(1977)
Int. J. Numerical and Analytical Methods in Geomechanics
, vol.2
, pp. 87-94
-
-
Zienkiewicz, O.C.1
Pande, G.N.2
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