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Volumn , Issue , 2002, Pages 41-47

Modelling principal stress rotation effects with multilaminate type constitutive models for clay

Author keywords

[No Author keywords available]

Indexed keywords

CONSTITUTIVE MODELS; ELASTICITY; GEOMECHANICS; HARDENING; NUMERICAL MODELS; ROTATION; STRUCTURAL DESIGN;

EID: 68049102893     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/9781439833797-c6     Document Type: Conference Paper
Times cited : (8)

References (17)
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    • (1985) Journal of Engineering Mechanics ASCE , vol.11 , Issue.4 , pp. 559-582
    • Bažant, Z.P.1    Oh, B.H.2
  • 5
    • 85025056246 scopus 로고
    • Amicrostructural view of the mechanical properties of saturated clay
    • Calladine, C.R. 1971.Amicrostructural view of the mechanical properties of saturated clay. Géotechnique 21(4): 391–415.
    • (1971) Géotechnique , vol.21 , Issue.4 , pp. 391-415
    • Calladine, C.R.1
  • 6
    • 0020970877 scopus 로고
    • The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils
    • Hight, D.W., Gens, A. & Symes, M.J. 1983. The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils. Géotechnique 33(4): 355–383.
    • (1983) Géotechnique , vol.33 , Issue.4 , pp. 355-383
    • Hight, D.W.1    Gens, A.2    Symes, M.J.3
  • 7
    • 68049101011 scopus 로고    scopus 로고
    • Strain-rate effects in soft soils modelling and application
    • Lee, C.F., Lau, C.K., Ng, C.W.W., Kwong, A.K.L., Pang, P.L.R., Yin, J.-H. & Yue, Z.Q, Hong Kong, A.A. Balkema
    • Neher, H.P., Vermeer, P.A. & Bonnier, P.G. 2001. Strain-rate effects in soft soils modelling and application. In Lee, C.F., Lau, C.K., Ng, C.W.W., Kwong, A.K.L., Pang, P.L.R., Yin, J.-H. & Yue, Z.Q. (Eds), Proceedings of the 3rd International Conference on Soft Soil Engineering: 361–367, Hong Kong, A.A. Balkema.
    • (2001) Proceedings of the 3Rd International Conference on Soft Soil Engineering , pp. 361-367
    • Neher, H.P.1    Vermeer, P.A.2    Bonnier, P.G.3
  • 8
    • 0020970283 scopus 로고
    • Multi-laminate model of clays – a numerical evaluation of the influence of rotation of principal stress axes
    • Pande, G.N. & Sharma, K.G. 1983. Multi-laminate model of clays – a numerical evaluation of the influence of rotation of principal stress axes. Int. J. Numer. Anal. Meth. Geomech. 7(4): 397–418.
    • (1983) Int. J. Numer. Anal. Meth. Geomech , vol.7 , Issue.4 , pp. 397-418
    • Pande, G.N.1    Sharma, K.G.2
  • 9
    • 0023455747 scopus 로고
    • Multi-laminate framework of soil models – plasticity formulation
    • Pietruszczak, S. & Pande, G.N. 1987. Multi-laminate framework of soil models – plasticity formulation. Int. J. Numer. Anal. Meth. Geomech. 11(6): 651–658.
    • (1987) Int. J. Numer. Anal. Meth. Geomech , vol.11 , Issue.6 , pp. 651-658
    • Pietruszczak, S.1    Pande, G.N.2
  • 10
    • 0035097809 scopus 로고    scopus 로고
    • Description of soil anisotropy based on multi-laminate framework
    • Pietruszczak, S. & Pande, G.N. 2001. Description of soil anisotropy based on multi-laminate framework. Int. J. Numer. Anal. Meth. Geomech. 25(2): 197–206.
    • (2001) Int. J. Numer. Anal. Meth. Geomech , vol.25 , Issue.2 , pp. 197-206
    • Pietruszczak, S.1    Pande, G.N.2
  • 12
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    • Plastic strain in metals
    • Taylor, G.I. 1938. Plastic strain in metals. J. Inst. Metals 62: 307–324.
    • (1938) J. Inst. Metals , vol.62 , pp. 307-324
    • Taylor, G.I.1
  • 13
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    • A double hardening model for sand
    • Vermeer, P.A. 1978. A double hardening model for sand. Géotechnique 28(4): 413–433.
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  • 17
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    • Time-dependent multilaminate model of rocks – a numerical study of deformation and failure of rock masses
    • Zienkiewicz, O.C. & Pande, G.N. 1977. Time-dependent multilaminate model of rocks – a numerical study of deformation and failure of rock masses. Int. J. Numer. Anal. Meth. Geomech. 1(3): 219–247.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.