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Volumn 49, Issue 3, 2009, Pages 341-353

A multilaminate model with destructuration considering anisotropic strength and anisotropic bonding

Author keywords

Constitutive modelling; Destructuration; Multilaminate model

Indexed keywords

CONSTITUTIVE MODELS;

EID: 77951021455     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.49.341     Document Type: Article
Times cited : (11)

References (33)
  • 1
    • 0032470964 scopus 로고    scopus 로고
    • The influence of natural soil structure on the mechanical behaviour of a stiff clay
    • eds. by Evangelista and Picarel- li
    • Amorosi, A. and Rampello, S. (1998): The influence of natural soil structure on the mechanical behaviour of a stiff clay, The Geo-technics of Hard Soils-Soft Rocks (eds. by Evangelista and Picarel- li), 395-401.
    • (1998) The Geo-technics of Hard Soils-Soft Rocks , pp. 395-401
    • Amorosi, A.1    Rampello, S.2
  • 2
    • 11244335703 scopus 로고    scopus 로고
    • On the behaviour of deep-ocean sediments
    • Baudet, B. and Ho, E. W. L. (2004): On the behaviour of deep-ocean sediments, Géotechnique, 54(9), 571-580.
    • (2004) Géotechnique , vol.54 , Issue.9 , pp. 571-580
    • Baudet, B.1    Ho, E.W.L.2
  • 3
    • 2542428720 scopus 로고    scopus 로고
    • A constitutive model for structured clays
    • Baudet, B. and Stallebrass, S. (2004): A constitutive model for structured clays, Géotechnique, 54(4), 269-278.
    • (2004) Géotechnique , vol.54 , Issue.4 , pp. 269-278
    • Baudet, B.1    Stallebrass, S.2
  • 4
    • 0022046380 scopus 로고
    • Microplane model for progressive fracture of concrete and rock
    • Bazant, Z. P. and Oh, B. H. (1985): Microplane model for progressive fracture of concrete and rock, Journal of Engineering Mechanics, ASCE, 11(4), 559-582.
    • (1985) Journal of Engineering Mechanics, ASCE , vol.11 , Issue.4 , pp. 559-582
    • Bazant, Z.P.1    Oh, B.H.2
  • 6
    • 0025645141 scopus 로고
    • On the compressibility and shear strength of natural clays
    • Burland, J. B. (1990): On the compressibility and shear strength of natural clays, Géotechnique, 40(3), 329-378.
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 329-378
    • Burland, J.B.1
  • 7
    • 0030238322 scopus 로고    scopus 로고
    • A laboratory study of strength of four stiff clays
    • Burland, J. B., Rampello, S., Georgiannou and Calabresi, G. (1996): A laboratory study of strength of four stiff clays, Geotechnique, 46(3), 491-514.
    • (1996) Geotechnique , vol.46 , Issue.3 , pp. 491-514
    • Burland, J.B.1    Georgiannou, R.S.2    Calabresi, G.3
  • 9
    • 0031210482 scopus 로고    scopus 로고
    • The influence of structure on the pre-failure behaviour of a natural clay
    • Cotecchia, F. and Chandler, R. J. (1997): The influence of structure on the pre-failure behaviour of a natural clay, Géotechnique, 47(3), 523-544.
    • (1997) Géotechnique , vol.47 , Issue.3 , pp. 523-544
    • Cotecchia, F.1    Chandler, R.J.2
  • 10
    • 0034253675 scopus 로고    scopus 로고
    • A general framework for the mechanical behaviour of clays
    • Cotecchia, F. and Chandler, R. J. (2000): A general framework for the mechanical behaviour of clays, Géotechnique, 50(4), 431-447.
    • (2000) Géotechnique , vol.50 , Issue.4 , pp. 431-447
    • Cotecchia, F.1    Chandler, R.J.2
  • 11
    • 0842284565 scopus 로고    scopus 로고
    • On the modelling of anisotropy and destructuration of soft clays within the multi-laminate framework
    • Cudny, M. and Vermeer, P. A. (2004): On the modelling of anisotropy and destructuration of soft clays within the multi-laminate framework, Computers and Geotechnics, 31, 1-22.
    • (2004) Computers and Geotechnics , vol.31 , pp. 1-22
    • Cudny, M.1    Vermeer, P.A.2
  • 12
    • 0022187877 scopus 로고
    • Yield of a soft, high porosity rock
    • Elliott, G. M. and Brown, E. T. (1985): Yield of a soft, high porosity rock, Géotechnique, 35(4), 413-423.
    • (1985) Géotechnique , vol.35 , Issue.4 , pp. 413-423
    • Elliott, G.M.1    Brown, E.T.2
  • 14
    • 0034111811 scopus 로고    scopus 로고
    • A constitutive model for structured soils
    • Kavvadas, M. and Amorosi, A. (2000): A constitutive model for structured soils, Géotechnique, 50(3), 263-273.
    • (2000) Géotechnique , vol.50 , Issue.3 , pp. 263-273
    • Kavvadas, M.1    Amorosi, A.2
  • 18
    • 0025676842 scopus 로고
    • The general and congruent effects of structure in natural soils and weak rocks
    • Leroueil, S. and Vaughan, P. R. (1990): The general and congruent effects of structure in natural soils and weak rocks, Géotechnique, 40(3), 467-488.
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 467-488
    • Leroueil, S.1    Vaughan, P.R.2
  • 21
    • 0041854206 scopus 로고    scopus 로고
    • A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation
    • Nova, R., Castellanza, R. and Tamagnini, C. (2003): A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation, Int. J. Numer. Anal. Meth. Geomech., 27, 705-732.
    • (2003) Int. J. Numer. Anal. Meth. Geomech. , vol.27 , pp. 705-732
    • Nova, R.1    Castellanza, R.2    Tamagnini, C.3
  • 22
    • 0020970283 scopus 로고
    • Multilaminate model of clays-a numerical evaluation of the influence of rotation of principal stress axes
    • Pande, G. N. and Sharma, K. G. (1983): Multilaminate model of clays-a numerical evaluation of the influence of rotation of principal stress axes, International Journal of Numerical and Analytical Methods in Geomechanics, 7(4), 397-418.
    • (1983) International Journal of Numerical and Analytical Methods in Geomechanics , vol.7 , Issue.4 , pp. 397-418
    • Pande, G.N.1    Sharma, K.G.2
  • 23
    • 0034000454 scopus 로고    scopus 로고
    • Formulation of anisotropic failure criteria incorporating a microstructure tensor
    • Pietruszczak, S. and Mroz, Z. (2000): Formulation of anisotropic failure criteria incorporating a microstructure tensor, Computer and Geotechnics, 26, 105-112.
    • (2000) Computer and Geotechnics , vol.26 , pp. 105-112
    • Pietruszczak, S.1    Mroz, Z.2
  • 24
    • 0035946388 scopus 로고    scopus 로고
    • On failure criteria for anisotropic cohesive-frictional materials
    • Pietruszczak, S. and Mroz, Z. (2001): On failure criteria for anisotropic cohesive-frictional materials, Int. J. Numer. Anal. Math. Geomech., 25, 509-524.
    • (2001) Int. J. Numer. Anal. Math. Geomech. , vol.25 , pp. 509-524
    • Pietruszczak, S.1    Mroz, Z.2
  • 26
    • 0034100589 scopus 로고    scopus 로고
    • A kinematic hardening constitutive model for natural clays with loss of structure
    • Rouainia, M. and Muir Wood, D. (2000): A kinematic hardening constitutive model for natural clays with loss of structure, Geotechnique, 50(2), 153-164.
    • (2000) Geotechnique , vol.50 , Issue.2 , pp. 153-164
    • Rouainia, M.1    Muir Wood, D.2
  • 27
    • 0000738064 scopus 로고
    • The stress-dilatancy relation for static equilibrium of an assembly of particles in contact
    • Rowe, P. W. (1962): The stress-dilatancy relation for static equilibrium of an assembly of particles in contact, Proc. Royal Society of London, Mathematical and Physical Sciences, 269(Series A), 500-557.
    • (1962) Proc. Royal Society of London, Mathematical and Physical Sciences , vol.269 , Issue.SERIES A , pp. 500-557
    • Rowe, P.W.1
  • 28
    • 0036025919 scopus 로고    scopus 로고
    • Behaviour of the stiff and sensitive Saint-Jean-Vianney clay in intact, destructured, and remoulded conditions
    • Saihi, F., Leroueil, S., La Rochelle, P. and French, I. (2002): Behaviour of the stiff and sensitive Saint-Jean-Vianney clay in intact, destructured, and remoulded conditions, Can. Geotech. J., 39, 1075-1087.
    • (2002) Can. Geotech. J. , vol.39 , pp. 1075-1087
    • Saihi, F.1    Leroueil, S.2    La Rochelle, P.3    French, I.4
  • 30
    • 68049083814 scopus 로고    scopus 로고
    • A multilaminate framework for modelling induced and inherent anisotropy of soils
    • Schweiger, H. F., Wiltafsky, C, Scharinger, F. and Galavi, V. (2009): A multilaminate framework for modelling induced and inherent anisotropy of soils, Géotechnique, 59(2), 87-101.
    • (2009) Géotechnique , vol.59 , Issue.2 , pp. 87-101
    • Schweiger, H.F.1    Wiltafsky, C.2    Scharinger, F.3    Galavi, V.4
  • 32
    • 0000649503 scopus 로고
    • Plastic strain in metals
    • Reprinted in: The Scientific Papers of G. I. Taylor 1, 1958, Cambridge University Press, Cambridge, UK
    • Taylor, G. I. (1938): Plastic strain in metals, Journal of the Institute of Metals, 62, 307-324, Reprinted in: The Scientific Papers of G. I. Taylor 1, 1958, Cambridge University Press, Cambridge, UK.
    • (1938) Journal of the Institute of Metals , vol.62 , pp. 307-324
    • Taylor, G.I.1


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