메뉴 건너뛰기




Volumn 22, Issue 11, 1998, Pages 921-940

Rational approach to anisotropy of sand

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; DEFORMATION; FUNCTIONS; MATHEMATICAL MODELS; PLASTICITY; SOIL MECHANICS; STRAIN; STRENGTH OF MATERIALS;

EID: 0032215627     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9853(1998110)22:11<921::AID-NAG948>3.0.CO;2-J     Document Type: Article
Times cited : (55)

References (25)
  • 1
    • 0016659974 scopus 로고
    • Homogeneous and layered sand in triaxial compression
    • A. R. F. Arthur and A. B. Phillips, 'Homogeneous and layered sand in triaxial compression', Geotechnique, 25, 799-815 (1975).
    • (1975) Geotechnique , vol.25 , pp. 799-815
    • Arthur, A.R.F.1    Phillips, A.B.2
  • 2
    • 84996360032 scopus 로고
    • Initial fabrics and their relations to mechanical properties of granular materials
    • M. Oda, 'Initial fabrics and their relations to mechanical properties of granular materials', Soils Found., 12, 17-36 (1972).
    • (1972) Soils Found. , vol.12 , pp. 17-36
    • Oda, M.1
  • 3
    • 0018478977 scopus 로고
    • Anisotropic deformation characteristics of sand under three dimensional conditions
    • Y. Yamada and K. Ishihara, 'Anisotropic deformation characteristics of sand under three dimensional conditions', Soils Found., 19, 79-94 (1979).
    • (1979) Soils Found. , vol.19 , pp. 79-94
    • Yamada, Y.1    Ishihara, K.2
  • 4
    • 0023982112 scopus 로고
    • 2 on strength and deformation characteristics of sand
    • 2 on strength and deformation characteristics of sand', Soils Found., 28, 89-106 (1988).
    • (1988) Soils Found. , vol.28 , pp. 89-106
    • Lam, W.K.1    Tatsuoka, F.2
  • 5
    • 33745493372 scopus 로고
    • Anisotropic elastic parameters for soil
    • D. J. Pickering, 'Anisotropic elastic parameters for soil', Geotechnique, 20, 271-276 (1970).
    • (1970) Geotechnique , vol.20 , pp. 271-276
    • Pickering, D.J.1
  • 7
    • 0021286156 scopus 로고
    • Plasticity model for inherently anisotropic behaviour of sands
    • J. Ghaboussi and H. Momen, 'Plasticity model for inherently anisotropic behaviour of sands', Int. J. Numer. Anal. Meth. Geomech., 8, 1-17 (1984).
    • (1984) Int. J. Numer. Anal. Meth. Geomech. , vol.8 , pp. 1-17
    • Ghaboussi, J.1    Momen, H.2
  • 8
    • 0022097744 scopus 로고
    • The relationship between the elasticity tensor and the fabric tensor
    • S. C. Cowin, 'The relationship between the elasticity tensor and the fabric tensor', Mech. Mater., 4, 137-147 (1985).
    • (1985) Mech. Mater. , vol.4 , pp. 137-147
    • Cowin, S.C.1
  • 9
    • 0024935417 scopus 로고
    • Fabric tensors in constitutive equations for granular materials
    • Y. Tobita, 'Fabric tensors in constitutive equations for granular materials', Soils Found., 29, 91-104 (1989).
    • (1989) Soils Found. , vol.29 , pp. 91-104
    • Tobita, Y.1
  • 10
    • 0024304551 scopus 로고
    • Yield function for soil with anisotropic fabric
    • M. Oda and H. Nakayama, 'Yield function for soil with anisotropic fabric', J. Eng. Mech. ASCE, 115, 89-104 (1989).
    • (1989) J. Eng. Mech. ASCE , vol.115 , pp. 89-104
    • Oda, M.1    Nakayama, H.2
  • 11
    • 0017630726 scopus 로고
    • On yielding of oriented solids
    • J. P. Boehler and A. Sawczuk, 'On yielding of oriented solids', Acta Mech., 27, 185-204 (1977).
    • (1977) Acta Mech. , vol.27 , pp. 185-204
    • Boehler, J.P.1    Sawczuk, A.2
  • 13
    • 0025519283 scopus 로고
    • Numerical testing of the stability criterion for hypoplastic constitutive equations
    • W. Wu and D. Kolymbas, 'Numerical testing of the stability criterion for hypoplastic constitutive equations', Mech. Mater., 9, 245-253 (1990).
    • (1990) Mech. Mater. , vol.9 , pp. 245-253
    • Wu, W.1    Kolymbas, D.2
  • 14
    • 0025789238 scopus 로고
    • An outline of hypoplasticity
    • D. Kolymbas, 'An outline of hypoplasticity', Ing. Arch., 61, 143-151 (1991).
    • (1991) Ing. Arch. , vol.61 , pp. 143-151
    • Kolymbas, D.1
  • 15
    • 0029416460 scopus 로고
    • Hypoplastic constitutive equation with internal state variables
    • D. Kolymbas, I. Herle and P. Wolffersdorff, 'Hypoplastic constitutive equation with internal state variables', Ing. Arch., 19, 415-436 (1995).
    • (1995) Ing. Arch. , vol.19 , pp. 415-436
    • Kolymbas, D.1    Herle, I.2    Wolffersdorff, P.3
  • 16
    • 0028574515 scopus 로고
    • A simple hypoplastic constitutive model for sand
    • W. Wu and E. Bauer, 'A simple hypoplastic constitutive model for sand', Int. J. Numer. Anal. Meth. Geomech., 18, 833-862 (1994).
    • (1994) Int. J. Numer. Anal. Meth. Geomech. , vol.18 , pp. 833-862
    • Wu, W.1    Bauer, E.2
  • 18
    • 0030142230 scopus 로고    scopus 로고
    • Hypoplastic constitutive model with critical state for granular materials
    • W. Wu, E. Bauer and D. Kolymbas, 'Hypoplastic constitutive model with critical state for granular materials', Mech. Mater., 23, 45-69 (1997).
    • (1997) Mech. Mater. , vol.23 , pp. 45-69
    • Wu, W.1    Bauer, E.2    Kolymbas, D.3
  • 19
    • 34250494619 scopus 로고
    • 'A new representation theorem for isotropic functions', Parts I and II
    • C. C. Wang, 'A new representation theorem for isotropic functions', Parts I and II, J. Rat. Mech. Anal., 36, 166-223 (1970).
    • (1970) J. Rat. Mech. Anal. , vol.36 , pp. 166-223
    • Wang, C.C.1
  • 20
    • 0004286421 scopus 로고
    • Springer, Berlin, Heidelberg, New York, Tokyo
    • W. Wittke, Felsmechanik, Springer, Berlin, Heidelberg, New York, Tokyo, 1984.
    • (1984) Felsmechanik
    • Wittke, W.1
  • 24
    • 0026312166 scopus 로고
    • Non-coaxiality and stress dilatancy relations for granular materials
    • G. Beer, J. R. Booker and J. P. Carter, (eds.), Balkema, Rotterdam
    • M. Gutiérrez, K. Ishihara and I. Towhata, 'Non-coaxiality and stress dilatancy relations for granular materials', in: G. Beer, J. R. Booker and J. P. Carter, (eds.), Proc. 7th Conf. on Computer Methods and Advances in Geomechanics, 1, Balkema, Rotterdam, 1991, pp. 625-630.
    • (1991) Proc. 7th Conf. on Computer Methods and Advances in Geomechanics , vol.1 , pp. 625-630
    • Gutiérrez, M.1    Ishihara, K.2    Towhata, I.3
  • 25
    • 0030127257 scopus 로고    scopus 로고
    • Failure criterion, flow rule and dissipation function derived from hypoplasticity
    • W. Wu, and A. Niemunis, 'Failure criterion, flow rule and dissipation function derived from hypoplasticity', Int. J. Mech. Cohesive-Frictional Mater., 1, 145-163 (1996).
    • (1996) Int. J. Mech. Cohesive-Frictional Mater. , vol.1 , pp. 145-163
    • Wu, W.1    Niemunis, A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.