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Volumn 31, Issue 1, 2004, Pages 1-22

On the modelling of anisotropy and destructuration of soft clays within the multi-laminate framework

Author keywords

Anisotropy; Destructuration; Multi laminate framework; Soft clay

Indexed keywords

ANISOTROPY; BONDING; BOUNDARY VALUE PROBLEMS; MATHEMATICAL MODELS;

EID: 0842284565     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2003.12.001     Document Type: Article
Times cited : (51)

References (46)
  • 1
    • 0002470150 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고
    • 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
  • 33
    • 85025056246 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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
  • 40
    • 0032433561 scopus 로고    scopus 로고
    • On hyperelasticity for clays
    • Niemunis A. Cudny M. On hyperelasticity for clays Comput. Geotech. 23 1998 221-236
    • (1998) Comput. Geotech. , vol.23 , pp. 221-236
    • Niemunis, A.1    Cudny, M.2
  • 43
    • 0020763951 scopus 로고
    • 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


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