메뉴 건너뛰기




Volumn 29, Issue 7, 2005, Pages 643-661

Kinematic models for non-coaxial granular materials. Part I: Theory

Author keywords

Averaged micro pure rotation rate; Constitutive modelling; Granular materials; Micro analysis; Non coaxiality; Plasticity

Indexed keywords

CONTINUUM MECHANICS; GRANULAR MATERIALS; MATHEMATICAL MODELS; PLASTICITY; ROTATION; STABILITY; VELOCITY MEASUREMENT;

EID: 20444465275     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.430     Document Type: Article
Times cited : (47)

References (34)
  • 2
    • 0020944202 scopus 로고
    • Sand response to cyclic rotation of principal stress directions as induced by wave loads
    • Ishihara K, Towhata I. Sand response to cyclic rotation of principal stress directions as induced by wave loads. Soils and Foundations 1983; 23(4):11-26.
    • (1983) Soils and Foundations , vol.23 , Issue.4 , pp. 11-26
    • Ishihara, K.1    Towhata, I.2
  • 3
    • 0021286426 scopus 로고
    • Undrained anisotropy and principal stress rotation in saturated sand
    • Symes MJPR, Gens A, Hight DW. Undrained anisotropy and principal stress rotation in saturated sand. Géotechnique 1984; 34 (1):11-27.
    • (1984) Géotechnique , vol.34 , Issue.1 , pp. 11-27
    • Symes, M.J.P.R.1    Gens, A.2    Hight, D.W.3
  • 4
    • 0022681394 scopus 로고
    • Deformation behaviour of sand under principal axes rotation
    • Miura K, Miura S, Toki S. Deformation behaviour of sand under principal axes rotation. Soils and Foundations 1986; 26(1):36-52.
    • (1986) Soils and Foundations , vol.26 , Issue.1 , pp. 36-52
    • Miura, K.1    Miura, S.2    Toki, S.3
  • 5
    • 0026397791 scopus 로고
    • Flow theory for sand during rotation of principal stress directions
    • Gutierrez M, Ishihara K, Towhata I. Flow theory for sand during rotation of principal stress directions. Soils and Foundations 1991, 31 (4):121-132.
    • (1991) Soils and Foundations , vol.31 , Issue.4 , pp. 121-132
    • Gutierrez, M.1    Ishihara, K.2    Towhata, I.3
  • 6
    • 0022735001 scopus 로고
    • Sand sheared by stresses with cyclic variations in directions
    • Wong RKS, Arthur JRF. Sand sheared by stresses with cyclic variations in directions. Géotechnique 1986; 36(2): 215-226.
    • (1986) Géotechnique , vol.36 , Issue.2 , pp. 215-226
    • Wong, R.K.S.1    Arthur, J.R.F.2
  • 7
    • 0017931419 scopus 로고
    • Three-dimensional behaviour of remoulded clay
    • Lade PV, Musante HM. Three-dimensional behaviour of remoulded clay. Proceedings of the ASCE 1978; 104(GT2):193-209.
    • (1978) Proceedings of the ASCE , vol.104 , Issue.GT2 , pp. 193-209
    • Lade, P.V.1    Musante, H.M.2
  • 8
    • 0022774138 scopus 로고
    • A generalized elastoplastic constitutive model for clay in three-dimensional stresses
    • Nakai T, Matsuoka H. A generalized elastoplastic constitutive model for clay in three-dimensional stresses. Soils and Foundations 1986; 26(3):81-98.
    • (1986) Soils and Foundations , vol.26 , Issue.3 , pp. 81-98
    • Nakai, T.1    Matsuoka, H.2
  • 9
    • 0001643047 scopus 로고
    • Geotechnical problems involved in foundations of structures in the North Sea
    • Bjerrum L. Geotechnical problems involved in foundations of structures in the North Sea. Géotechnique 1973; 23(3):319-358.
    • (1973) Géotechnique , vol.23 , Issue.3 , pp. 319-358
    • Bjerrum, L.1
  • 12
    • 0026883211 scopus 로고
    • Strain space plasticity model for cyclic mobility
    • Iai S, Matsunaga Y, Kameoka T. Strain space plasticity model for cyclic mobility. Soils and Foundations 1992; 32(2):1-15.
    • (1992) Soils and Foundations , vol.32 , Issue.2 , pp. 1-15
    • Iai, S.1    Matsunaga, Y.2    Kameoka, T.3
  • 13
  • 16
    • 0001211769 scopus 로고
    • A theory of the kinematics of ideal soils under planar strain conditions
    • Spencer AJM. A theory of the kinematics of ideal soils under planar strain conditions. Journal of the Mechanics and Physics of Solids 1964; 12:337-351.
    • (1964) Journal of the Mechanics and Physics of Solids , vol.12 , pp. 337-351
    • Spencer, A.J.M.1
  • 18
    • 85011992751 scopus 로고
    • The double sliding, free rotating model for granular assemblies
    • De Josselin de Jong G. The double sliding, free rotating model for granular assemblies. Géotechnique 1971; 21(3):155-162.
    • (1971) Géotechnique , vol.21 , Issue.3 , pp. 155-162
    • De Josselin de Jong, G.1
  • 21
    • 0029103617 scopus 로고
    • A unified formulation for plasticity models of granular and other materials
    • Harris D. A unified formulation for plasticity models of granular and other materials. Proceedings of the Royal Society of London 1995; A450:37-49.
    • (1995) Proceedings of the Royal Society of London , vol.A450 , pp. 37-49
    • Harris, D.1
  • 22
    • 0013214954 scopus 로고
    • The distinct element method as a tool for research in granular media
    • Report, Department of Civil Engineering, University of Minnesota, Minnesota
    • Cundall PA, Strack ODL. The distinct element method as a tool for research in granular media. Part II. Report, Department of Civil Engineering, University of Minnesota, Minnesota, 1979.
    • (1979) , Issue.PART II
    • Cundall, P.A.1    Strack, O.D.L.2
  • 23
    • 0018441375 scopus 로고
    • The distinct numerical model for granular assemblies
    • Cundall PA, Strack ODE. The distinct numerical model for granular assemblies. Géotechnique 1979; 29(1):47-65.
    • (1979) Géotechnique , vol.29 , Issue.1 , pp. 47-65
    • Cundall, P.A.1    Strack, O.D.L.2
  • 24
    • 0024858933 scopus 로고
    • Numerical experiments of localisation in frictional materials
    • Cundall PA. Numerical experiments of localisation in frictional materials. Ingenieur Archiv 1989; 59(2):148-159.
    • (1989) Ingenieur Archiv. , vol.59 , Issue.2 , pp. 148-159
    • Cundall, P.A.1
  • 25
    • 0031117527 scopus 로고    scopus 로고
    • Experimental micromechanical analysis of a 2D granular material: Relation between structure evolution and loading path
    • Calvetti F, Combe G, Lanier J. Experimental micro-mechanical analysis of a 2D granular material: relation between structure evolution and loading path. Mechanics of Cohesive-Frictional Materials 1997; 2 :121-163.
    • (1997) Mechanics of Cohesive-Frictional Materials , vol.2 , pp. 121-163
    • Calvetti, F.1    Combe, G.2    Lanier, J.3
  • 26
    • 0020242279 scopus 로고
    • Experimental micro-mechanical evaluation of strength of granular materials: Effect of particle rolling
    • Oda M, Konishi J, Nemat-Nasser S. Experimental micro-mechanical evaluation of strength of granular materials: effect of particle rolling. Mechanics of Materials 1982; 1:267-283.
    • (1982) Mechanics of Materials , vol.1 , pp. 267-283
    • Oda, M.1    Konishi, J.2    Nemat-Nasser, S.3
  • 27
    • 77952920219 scopus 로고    scopus 로고
    • Force transmission in granular media
    • Thornton C. Force transmission in granular media. KONA Powder and Particle 1997; 15:81-90.
    • (1997) KONA Powder and Particle , vol.15 , pp. 81-90
    • Thornton, C.1
  • 29
    • 0026359415 scopus 로고
    • A numerical investigation of the structure of persistent shear bands in granular media
    • Bardet JP, Proubet J. A numerical investigation of the structure of persistent shear bands in granular media. Géotechnique 1991; 41(4):599-613.
    • (1991) Géotechnique , vol.41 , Issue.4 , pp. 599-613
    • Bardet, J.P.1    Proubet, J.2
  • 31
    • 3042769924 scopus 로고    scopus 로고
    • Non-coaxiality and energy dissipation in granular materials
    • Gutierrez M, Ishihara K. Non-coaxiality and energy dissipation in granular materials. Soils and Foundations 2000; 40(2):49-59.
    • (2000) Soils and Foundations , vol.40 , Issue.2 , pp. 49-59
    • Gutierrez, M.1    Ishihara, K.2
  • 33
    • 0030692630 scopus 로고    scopus 로고
    • A test of the double-shearing model of flow for granular materials
    • Savage JC, Lockner DC. A test of the double-shearing model of flow for granular materials. Journal of Geophysical Research 1997; 102 (B6): 12287-12294.
    • (1997) Journal of Geophysical Research , vol.102 , Issue.B6 , pp. 12287-12294
    • Savage, J.C.1    Lockner, D.C.2
  • 34
    • 20444467015 scopus 로고    scopus 로고
    • A novel approach to examining double-shearing type models for granular materials
    • accepted
    • Jiang MJ, Harris D, Yu H-S. A novel approach to examining double-shearing type models for granular materials. Granular Matters 2005, accepted.
    • (2005) Granular Matters
    • Jiang, M.J.1    Harris, D.2    Yu, H.-S.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.