-
1
-
-
0002470150
-
Anisotropy and stress reorientation in clays
-
ASCE
-
Duncan J.M. Seed H. Anisotropy and stress reorientation in clays J. Soil Mech. Found. Div., ASCE 92 SM5 1966 21-49
-
(1966)
J. Soil Mech. Found. Div.
, vol.92
, Issue.SM5
, pp. 21-49
-
-
Duncan, J.M.1
Seed, H.2
-
2
-
-
0016069029
-
Fabric changes in consoliated kaolin
-
McConnachie I. Fabric changes in consoliated kaolin Géotechnique 24 2 1974 207-222
-
(1974)
Géotechnique
, vol.24
, Issue.2
, pp. 207-222
-
-
McConnachie, I.1
-
3
-
-
0025645141
-
On the compressibility and shear strength of natural clays, 30th Rankine Lecture
-
Burland J.B. On the compressibility and shear strength of natural clays, 30th Rankine Lecture Géotechnique 40 3 1990 329-378
-
(1990)
Géotechnique
, vol.40
, Issue.3
, pp. 329-378
-
-
Burland, J.B.1
-
4
-
-
84986862036
-
Directional properties of consolidated kaolin
-
Kirkpatrick W.M. Rennie I.A. Directional properties of consolidated kaolin Géotechnique 22 1 1972 166-169
-
(1972)
Géotechnique
, vol.22
, Issue.1
, pp. 166-169
-
-
Kirkpatrick, W.M.1
Rennie, I.A.2
-
5
-
-
0031210482
-
The influence of structure on pre-failure behaviour of a natural clay
-
Cotecchia F. Chandler R.J. The influence of structure on pre-failure behaviour of a natural clay Géotechnique 47 3 1997 523-544
-
(1997)
Géotechnique
, vol.47
, Issue.3
, pp. 523-544
-
-
Cotecchia, F.1
Chandler, R.J.2
-
6
-
-
0002339230
-
The measurements of stiffness anisotropy in clays with bender element tests in triaxial apparatus
-
GTJODJ
-
Jovičić V. Coop M.R. The measurements of stiffness anisotropy in clays with bender element tests in triaxial apparatus Geotech. Testing J., GTJODJ 21 1 2000 3-10
-
(2000)
Geotech. Testing J.
, vol.21
, Issue.1
, pp. 3-10
-
-
Jovičić, V.1
Coop, M.R.2
-
7
-
-
0035097809
-
Description of soil anisotropy based on multi-laminate framework, Short communication
-
Pietruszczak S. Pande G.N. Description of soil anisotropy based on multi-laminate framework, Short communication Int. J. Numer. Anal. Methods Geomech. 25 2001 197-206
-
(2001)
Int. J. Numer. Anal. Methods Geomech.
, vol.25
, pp. 197-206
-
-
Pietruszczak, S.1
Pande, G.N.2
-
8
-
-
0001037056
-
Undisturbed clay samples and undisturbed clay
-
Terzaghi K. Undisturbed clay samples and undisturbed clay J. Boston Soc. Civil Eng. 28 1941 211
-
(1941)
J. Boston Soc. Civil Eng.
, vol.28
, pp. 211
-
-
Terzaghi, K.1
-
10
-
-
0001408790
-
Effect of aging on the shear-strength properties of a normally consolidated clay
-
Bjerrum L. Lo K.Y. Effect of aging on the shear-strength properties of a normally consolidated clay Géotechnique 13 1963 147-157
-
(1963)
Géotechnique
, vol.13
, pp. 147-157
-
-
Bjerrum, L.1
Lo, K.Y.2
-
11
-
-
85024184646
-
Engineering geology of Norwegian normally-consolidated marine clays as related to settlements of buildings, 7th Rankine Lecture
-
Bjerrum L. Engineering geology of Norwegian normally-consolidated marine clays as related to settlements of buildings, 7th Rankine Lecture Géotechnique 17 1967 81-118
-
(1967)
Géotechnique
, vol.17
, pp. 81-118
-
-
Bjerrum, L.1
-
12
-
-
0025676842
-
The general and congruent effects of structure in natural soils and weak rocks
-
Leroueil S. Vaughan P.R. The general and congruent effects of structure in natural soils and weak rocks Géotechnique 40 3 1990 467-488
-
(1990)
Géotechnique
, vol.40
, Issue.3
, pp. 467-488
-
-
Leroueil, S.1
Vaughan, P.R.2
-
16
-
-
0016645859
-
Yielding and plastic flow of sensitive cemented clay
-
Wong P.K.K. Mitchell R.J. Yielding and plastic flow of sensitive cemented clay Géotechnique 25 4 1975 763-782
-
(1975)
Géotechnique
, vol.25
, Issue.4
, pp. 763-782
-
-
Wong, P.K.K.1
Mitchell, R.J.2
-
17
-
-
0020974971
-
Yield states and stress-strain relationship in natural plastic clay
-
Graham J. Noonan M.L. Lew K.V. Yield states and stress-strain relationship in natural plastic clay Can. Geotech. J. 20 1983 502-516
-
(1983)
Can. Geotech. J.
, vol.20
, pp. 502-516
-
-
Graham, J.1
Noonan, M.L.2
Lew, K.V.3
-
19
-
-
0027007902
-
Characterisation of Bothkennar clay: An overview
-
Hight D.W. Bond A.J. Legge J.D. Characterisation of Bothkennar clay: an overview Géotechnique 42 2 1992 303-348
-
(1992)
Géotechnique
, vol.42
, Issue.2
, pp. 303-348
-
-
Hight, D.W.1
Bond, A.J.2
Legge, J.D.3
-
20
-
-
0026898622
-
Yielding of Mexico City clay and other natural clays
-
ASCE
-
D́az-Rodŕguez J.H. Leroueil S. Alemán J.D. Yielding of Mexico City clay and other natural clays J. Geotech. Eng., ASCE 118 7 1992 981-995
-
(1992)
J. Geotech. Eng.
, vol.118
, Issue.7
, pp. 981-995
-
-
D́az-Rodŕguez, J.H.1
Leroueil, S.2
Alemán, J.D.3
-
22
-
-
0028183942
-
Formulation of MIT-E3 constitutive model for overconsolidated clays
-
ASCE
-
Whittle A.J. 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.
, vol.120
, Issue.1
, pp. 173-198
-
-
Whittle, A.J.1
Kavvadas, M.J.2
-
23
-
-
0033212776
-
Formulation of a unified constitutive model for clays and sands
-
Pestana J.M. Whittle A. Formulation of a unified constitutive model for clays and sands Int. J. Numer. Anal. Methods Geomech. 23 1999 1215-1243
-
(1999)
Int. J. Numer. Anal. Methods Geomech.
, vol.23
, pp. 1215-1243
-
-
Pestana, J.M.1
Whittle, A.2
-
25
-
-
0005854478
-
Mohr-Coulomb strength theory for anisotropic soils
-
ASCE
-
Baker W.H. Krizek R.J. Mohr-Coulomb strength theory for anisotropic soils J. Soil Mech. Found. Div., ASCE 96 SM1 1970 269-292
-
(1970)
J. Soil Mech. Found. Div.
, vol.96
, Issue.SM1
, pp. 269-292
-
-
Baker, W.H.1
Krizek, R.J.2
-
26
-
-
0003008109
-
Equilibre limite des sols anisotropes
-
Boehler J.P. Sawczuk A. Equilibre limite des sols anisotropes J. Mecanique 3 1970 5-33
-
(1970)
J. Mecanique
, vol.3
, pp. 5-33
-
-
Boehler, J.P.1
Sawczuk, A.2
-
27
-
-
0017630726
-
On yielding of oriented solids
-
Boehler J.P. Sawczuk A. On yielding of oriented solids Arch. Mech. 27 1977 185-206
-
(1977)
Arch. Mech.
, vol.27
, pp. 185-206
-
-
Boehler, J.P.1
Sawczuk, A.2
-
28
-
-
0032633440
-
On inelastic behaviour of anisotropic frictional materials
-
Pietruszczak S. On inelastic behaviour of anisotropic frictional materials Mech. Cohesive-frictional Mater. 4 1999 281-293
-
(1999)
Mech. Cohesive-frictional Mater.
, vol.4
, pp. 281-293
-
-
Pietruszczak, S.1
-
29
-
-
0035946388
-
On failure criteria for anisotropic cohesive-frictional materials
-
Pietruszczak S. Mróz Z. On failure criteria for anisotropic cohesive-frictional materials Int. J. Numer. Anal. Methods Geomech. 25 2001 509-524
-
(2001)
Int. J. Numer. Anal. Methods Geomech.
, vol.25
, pp. 509-524
-
-
Pietruszczak, S.1
Mróz, Z.2
-
31
-
-
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. Multi-laminate model of clays - a numerical evaluation of the influence of rotation of the principal stress axes Int. J. Numer. Anal. Methods Geomech. 7 1983 397-418
-
(1983)
Int. J. Numer. Anal. Methods Geomech.
, vol.7
, pp. 397-418
-
-
Pande, G.N.1
Sharma, K.G.2
-
32
-
-
0003464758
-
-
Technical Note, National Advisory Committee for Aeronautics, Washington, DC
-
Batdorf SB, Budiansky A. Mathematical theory of plasticity based on the concept of slip. Technical Note, National Advisory Committee for Aeronautics, Washington, DC, 1949, p. 1871
-
(1949)
Mathematical Theory of Plasticity Based on the Concept of Slip
, pp. 1871
-
-
Batdorf, S.B.1
Budiansky, A.2
-
33
-
-
85025056246
-
A microstructural view of the mechanical properties of saturated clay
-
Calladine C.R. A microstructural view of the mechanical properties of saturated clay Géotechnique 21 4 1971 391-415
-
(1971)
Géotechnique
, vol.21
, Issue.4
, pp. 391-415
-
-
Calladine, C.R.1
-
34
-
-
0021497185
-
Crack shear in concrete: Crack band microplane model
-
ASCE
-
Bažant Z.P. Gambarova P. Crack shear in concrete: Crack band microplane model J. Struct. Eng., ASCE 110 9 1984 2015-2035
-
(1984)
J. Struct. Eng.
, vol.110
, Issue.9
, pp. 2015-2035
-
-
Bažant, Z.P.1
Gambarova, P.2
-
35
-
-
0022928068
-
Creep of anisotropic clay: Microplane model
-
ASCE
-
Bažant Z.P. Kim J.K. Creep of anisotropic clay: microplane model J. Geotech. Eng., ASCE 112 4 1986 458-475
-
(1986)
J. Geotech. Eng.
, vol.112
, Issue.4
, pp. 458-475
-
-
Bažant, Z.P.1
Kim, J.K.2
-
36
-
-
0016485612
-
Preparation and identification of clay samples with controlled fabric
-
Krizek R.J. Edil T.B. Ozaydin I.K. Preparation and identification of clay samples with controlled fabric Eng. Geol. 9 1975 13-38
-
(1975)
Eng. Geol.
, vol.9
, pp. 13-38
-
-
Krizek, R.J.1
Edil, T.B.2
Ozaydin, I.K.3
-
37
-
-
0021212686
-
Distribution of directional data and fabric tensor
-
Kanatani K. Distribution of directional data and fabric tensor Int. J. Eng. Sci. 22 1984 149-161
-
(1984)
Int. J. Eng. Sci.
, vol.22
, pp. 149-161
-
-
Kanatani, K.1
-
39
-
-
84863769622
-
A two-stage approach for computing cubature formulae for the sphere
-
Universität Dortmund Available from
-
Fliege J, Maier U. A two-stage approach for computing cubature formulae for the sphere. Ergebnisberichte Angewandte Mathematik, Universität Dortmund 1996;139T. Available from
-
(1996)
Ergebnisberichte Angewandte Mathematik
-
-
Fliege, J.1
Maier, U.2
-
43
-
-
0020763951
-
Shear behaviors of sand and clay under three-dimensional stress condition
-
Nakai T. Matsuoka H. Shear behaviors of sand and clay under three-dimensional stress condition Soils Found. 23 2 1983 26-42
-
(1983)
Soils Found.
, vol.23
, Issue.2
, pp. 26-42
-
-
Nakai, T.1
Matsuoka, H.2
-
46
-
-
68049102893
-
Modelling principal stress rotation effects with multilaminate type constitutive models for clay
-
Rome
-
Neher H, Cudny M, Wiltafsky C, Schweiger H. Modelling principal stress rotation effects with multilaminate type constitutive models for clay. In: Numerical Models in Geomechanics - NUMOG VIII, Rome, 2002, p. 41-7
-
(2002)
Numerical Models in Geomechanics - NUMOG VIII
, pp. 41-47
-
-
Neher, H.1
Cudny, M.2
Wiltafsky, C.3
Schweiger, H.4
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