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Volumn , Issue , 2002, Pages 67-74

An advanced multilaminate model for clay

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; CONSTITUTIVE MODELS; GEOMECHANICS;

EID: 84868545383     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/9781439833797-c10     Document Type: Conference Paper
Times cited : (10)

References (21)
  • 1
    • 0022908379 scopus 로고
    • A plasticity model for mechanical behaviour of anisotropically consolidated clay
    • Banerjee, P.K. & Yousif, N.B. 1986. A plasticity model for mechanical behaviour of anisotropically consolidated clay. Int. J. Num. Anal. Meth. Geomech., 10: 521–541.
    • (1986) Int. J. Num. Anal. Meth. Geomech , vol.10 , pp. 521-541
    • Banerjee, P.K.1    Yousif, N.B.2
  • 4
    • 77649201164 scopus 로고    scopus 로고
    • Some aspects on sheet pile wall analysis, soil structure interaction
    • Darmstadt
    • Grande, L. 1998. Some aspects on sheet pile wall analysis, soil structure interaction. Proc. Int. Conf. on Soil-Structure Interaction, Darmstadt: 193–211.
    • (1998) Proc. Int. Conf. on Soil-Structure Interaction , pp. 193-211
    • Grande, L.1
  • 5
    • 0032627124 scopus 로고    scopus 로고
    • Numerical modelling of strain localization in dense sands
    • The Finnish Academy of Technology, Espoo
    • Karstunen, M. 1999. Numerical modelling of strain localization in dense sands. Acta Polytechnica Scandinavia No. 113, The Finnish Academy of Technology, Espoo.
    • (1999) Acta Polytechnica Scandinavia No , pp. 113
    • Karstunen, M.1
  • 10
    • 68049102893 scopus 로고    scopus 로고
    • Modelling principal stress rotation effects with multilaminate type constitutive models for clay
    • Rome, Italy. Rotterdam, A.A. Balkema: submitted for publication
    • Neher, H.P.; Cudny, M.; Wiltafsky, C; Schweiger, H.F. 2002. Modelling principal stress rotation effects with multilaminate type constitutive models for clay. Proc. 8th Int. Symp. Numerical Models in Geomechanics (NUMOG), Rome, Italy. Rotterdam, A.A. Balkema: submitted for publication.
    • (2002) Proc. 8Th Int. Symp. Numerical Models in Geomechanics (NUMOG)
    • Neher, H.P.1    Cudny, M.2    Wiltafsky, C.3    Schweiger, H.F.4
  • 11
    • 0020970283 scopus 로고
    • Multilaminate model of clays – a numerical evaluation of the influence of rotation of principal stress axes
    • Pande, G.N. & Sharma, K.G. 1983. Multilaminate model of clays – a numerical evaluation of the influence of rotation of principal stress axes. Int. Journ. Num. Analyt. Meth. In Geomech., 7: 397–418.
    • (1983) Int. Journ. Num. Analyt. Meth. in Geomech , vol.7 , pp. 397-418
    • Pande, G.N.1    Sharma, K.G.2
  • 12
    • 0027041263 scopus 로고
    • Numerical evaluation of bearing capacity of a foundation in strain softening soil
    • Pietruszczak, S.; Niu, X. 1992. Numerical evaluation of bearing capacity of a foundation in strain softening soil. Computers and Geotechnics, 13 (1992): 187–198.
    • (1992) Computers and Geotechnics , vol.13 , pp. 187-198
    • Pietruszczak, S.1    Niu, X.2
  • 13
    • 0002724115 scopus 로고
    • On the generalized stress-strain behaviour of ‘wet’ clay
    • Cambridge University Press
    • Roscoe, K.H. & Burland, J.B. 1968. On the generalized stress-strain behaviour of ‘wet’ clay. Engineering plasticity. Cambridge University Press: 553–609.
    • (1968) Engineering Plasticity , pp. 553-609
    • Roscoe, K.H.1    Burland, J.B.2
  • 14
    • 0002549112 scopus 로고
    • Theoretical meaning and observed values of deformation parameters for soil
    • Cambridge University Press
    • Rowe, P.W. 1972. Theoretical meaning and observed values of deformation parameters for soil. Proc. Roscoe Memorial Symposium. Cambridge University Press: 143–194.
    • (1972) Proc. Roscoe Memorial Symposium , pp. 143-194
    • Rowe, P.W.1
  • 16
    • 0009814335 scopus 로고    scopus 로고
    • New developments and practical applications of the Multilaminate model for soils
    • Rotterdam, A.A. Balkema
    • Schweiger, H.F. & Schuller, H. 2000. New developments and practical applications of the Multilaminate model for soils. Proc. John Booker Memorial Symposium, Sydney, Australia. Rotterdam, A.A. Balkema: 329–350.
    • (2000) Proc. John Booker Memorial Symposium, Sydney, Australia , pp. 329-350
    • Schweiger, H.F.1    Schuller, H.2
  • 18
    • 0018060946 scopus 로고
    • A double hardening model for sand
    • Vermeer, P.A. 1978. A double hardening model for sand. Géotechnique 28, No. 4: 413–433.
    • (1978) Géotechnique , vol.28 , Issue.4 , pp. 413-433
    • Vermeer, P.A.1
  • 20
    • 0028259654 scopus 로고
    • Formulation of MIT-E3 constitutive model for overconsolidated clays
    • Whittle, A.J. & Kavvadas, M.J. 1994. Formulation of MIT-E3 constitutive model for overconsolidated clays. Journal for Geotechnical Engineering 120(1): 199–224.
    • (1994) Journal for Geotechnical Engineering , vol.120 , Issue.1 , pp. 199-224
    • Whittle, A.J.1    Kavvadas, M.J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.