메뉴 건너뛰기




Volumn 26, Issue 2, 2000, Pages 185-196

Aspects of finite element implementation of critical state models

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; COMPUTATIONAL METHODS; GEOTECHNICAL ENGINEERING; MATHEMATICAL MODELS; PLASTICITY TESTING; SOIL MECHANICS; STRESS CONCENTRATION;

EID: 0034247429     PISSN: 01787675     EISSN: None     Source Type: Journal    
DOI: 10.1007/s004660000166     Document Type: Article
Times cited : (242)

References (41)
  • 4
    • 0002724115 scopus 로고
    • On the generalised stress-strain behaviour of "wet" clay
    • Cambridge University Press
    • Roscoe KH, Burland JB (1968) On the generalised stress-strain behaviour of "wet" clay. Engineering Plasticity, Cambridge University Press, pp. 535-560
    • (1968) Engineering Plasticity , pp. 535-560
    • Roscoe, K.H.1    Burland, J.B.2
  • 5
    • 0016648696 scopus 로고
    • Associated and non-associated visco-plasticity and plasticity in soil mechanics
    • Zienkiewicz OC, Humpheson C, Lewis RW (1975) Associated and non-associated visco-plasticity and plasticity in soil mechanics. Geotechnique. 25: 671-689
    • (1975) Geotechnique , vol.25 , pp. 671-689
    • Zienkiewicz, O.C.1    Humpheson, C.2    Lewis, R.W.3
  • 6
    • 0040032973 scopus 로고
    • Finite element studies of soils and porous media
    • Oden JT, de Arantes ER (Eds.) UAH Press
    • Zienkiewicz OC, Naylor DJ (1973) Finite element studies of soils and porous media. In: Oden JT, de Arantes ER (Eds.) Lecturer Finite Elements in Continuum Mechanics, UAH Press, pp. 459-493
    • (1973) Lecturer Finite Elements in Continuum Mechanics , pp. 459-493
    • Zienkiewicz, O.C.1    Naylor, D.J.2
  • 9
    • 0018654701 scopus 로고
    • A constitutive model for sand in triaxial compression
    • Nova R, Wood DM (1979) A constitutive model for sand in triaxial compression. Int. J. Num. Anal. Meth. Geomech. 3: 255-278
    • (1979) Int. J. Num. Anal. Meth. Geomech. , vol.3 , pp. 255-278
    • Nova, R.1    Wood, D.M.2
  • 10
    • 0343809046 scopus 로고
    • A critical state model for cyclic loading
    • Pande GN, Zienkiewicz OC (Eds.) Wiley, Chichester
    • Carter JP, Booker JR, Wroth CP (1982) A critical state model for cyclic loading. In: Pande GN, Zienkiewicz OC (Eds.) Soil Mechanics - Transient and Cyclic Loads, Wiley, Chichester, pp. 219-252
    • (1982) Soil Mechanics - Transient and Cyclic Loads , pp. 219-252
    • Carter, J.P.1    Booker, J.R.2    Wroth, C.P.3
  • 11
    • 0022093197 scopus 로고
    • A continuous plasticity version of the critical state model
    • Naylor, DJ (1985) A continuous plasticity version of the critical state model. Int. J. Num. Meth. Eng. 21: 1187-1204
    • (1985) Int. J. Num. Meth. Eng. , vol.21 , pp. 1187-1204
    • Naylor, D.J.1
  • 12
    • 0028669149 scopus 로고
    • Unified critical state bounding surface plasticity model for soil
    • Crouch RS, Wolf JP, Dafalias YF (1994) Unified critical state bounding surface plasticity model for soil. J. Eng. Mech. ASCE 120(11): 2251-2270
    • (1994) J. Eng. Mech. ASCE , vol.120 , Issue.11 , pp. 2251-2270
    • Crouch, R.S.1    Wolf, J.P.2    Dafalias, Y.F.3
  • 13
    • 0032144382 scopus 로고    scopus 로고
    • CASM: A unified state parameter model for clay and sand
    • Yu HS (1998) CASM: A unified state parameter model for clay and sand. Int. J. Num. Anal. Meth. Geomech. 22: 621-653
    • (1998) Int. J. Num. Anal. Meth. Geomech. , vol.22 , pp. 621-653
    • Yu, H.S.1
  • 14
    • 85013019407 scopus 로고
    • Incremental numerical analysis of simple deformation problem in soil mechanics
    • Smith IM (1970) Incremental numerical analysis of simple deformation problem in soil mechanics. Geotechnique 20: 357-372
    • (1970) Geotechnique , vol.20 , pp. 357-372
    • Smith, I.M.1
  • 17
    • 0018531262 scopus 로고
    • Stress and pore pressure changes in clay during and after the expansion of a cylindrical cavity
    • Carter JP, Randolph MF, Wroth CP (1979) Stress and pore pressure changes in clay during and after the expansion of a cylindrical cavity. Int. J. Num. Anal. Meth. Geomech. 3: 305-322
    • (1979) Int. J. Num. Anal. Meth. Geomech. , vol.3 , pp. 305-322
    • Carter, J.P.1    Randolph, M.F.2    Wroth, C.P.3
  • 19
    • 0024072005 scopus 로고
    • Critical state models in computational geomechanics
    • Gens A, Potts DM (1988) Critical state models in computational geomechanics. Eng. Comput. 5: 178-197
    • (1988) Eng. Comput. , vol.5 , pp. 178-197
    • Gens, A.1    Potts, D.M.2
  • 20
    • 0022010372 scopus 로고
    • Consistent tangent operators for rate-independent elasto-plasticity
    • Simo JC, Taylor RL (1985) Consistent tangent operators for rate-independent elasto-plasticity. Comp. Meth. Appl. Mech. Eng. 48: 101-118
    • (1985) Comp. Meth. Appl. Mech. Eng. , vol.48 , pp. 101-118
    • Simo, J.C.1    Taylor, R.L.2
  • 21
    • 0022678405 scopus 로고
    • An analysis of a new class of integration algorithms for elasto-plastic constitutive relations
    • Oritz M, Simo JC (1986) An analysis of a new class of integration algorithms for elasto-plastic constitutive relations. Int. J. Num. Meth. Eng. 23: 353-366
    • (1986) Int. J. Num. Meth. Eng. , vol.23 , pp. 353-366
    • Oritz, M.1    Simo, J.C.2
  • 22
    • 0026190905 scopus 로고
    • Cam-clay plasticity, part ii: Implicit integration of constitutive equations based on a non-linear elastic stress predictor
    • Borja RI (1991) Cam-Clay plasticity, Part II: Implicit integration of constitutive equations based on a non-linear elastic stress predictor. Comp. Meth. Appl. Mech. Eng. 88: 225-240
    • (1991) Comp. Meth. Appl. Mech. Eng. , vol.88 , pp. 225-240
    • Borja, R.I.1
  • 24
    • 0028669547 scopus 로고
    • An evaluation of substepping and implicit stress point algorithms
    • Potts DM, Ganendra D (1994) An evaluation of substepping and implicit stress point algorithms. Comp. Meth. Appl. Mech. Eng. 119: 341-354
    • (1994) Comp. Meth. Appl. Mech. Eng. , vol.119 , pp. 341-354
    • Potts, D.M.1    Ganendra, D.2
  • 25
    • 0016532955 scopus 로고
    • An investigation of the stability of numerical solutions of Biot's equations of consolidation
    • Booker JR, Small JC (1975) An investigation of the stability of numerical solutions of Biot's equations of consolidation. Int. J. Solids and Struct. 11: 907-917
    • (1975) Int. J. Solids and Struct. , vol.11 , pp. 907-917
    • Booker, J.R.1    Small, J.C.2
  • 27
    • 0023347535 scopus 로고
    • Substepping schemes for the numerical integration of elastoplastic stress-strain relations
    • Sloan SW (1987) Substepping schemes for the numerical integration of elastoplastic stress-strain relations. Int. J. Num. Meth. Eng. 24: 893-911
    • (1987) Int. J. Num. Meth. Eng. , vol.24 , pp. 893-911
    • Sloan, S.W.1
  • 29
    • 0030151369 scopus 로고    scopus 로고
    • An automatic load stepping algorithm with error control
    • Abbo AJ, Sloan SW (1996) An automatic load stepping algorithm with error control. Int. J. Num. Meth. Eng. 39: 1737-1759
    • (1996) Int. J. Num. Meth. Eng. , vol.39 , pp. 1737-1759
    • Abbo, A.J.1    Sloan, S.W.2
  • 30
    • 0032781906 scopus 로고    scopus 로고
    • Biot consolidation analysis with automatic time stepping and error control. Part 1: Theory and implementation
    • Sloan SW, Abbo AJ (1999) Biot consolidation analysis with automatic time stepping and error control. Part 1: Theory and implementation. Int. J. Num. Anal. Meth. Geomech. 23: 467-492
    • (1999) Int. J. Num. Anal. Meth. Geomech. , vol.23 , pp. 467-492
    • Sloan, S.W.1    Abbo, A.J.2
  • 31
    • 0004536447 scopus 로고
    • The "Pegasus" method for computing the root of an equation
    • Dowell M, Jaratt P (1972) The "Pegasus" method for computing the root of an equation. BIT 12: 503-508
    • (1972) BIT , vol.12 , pp. 503-508
    • Dowell, M.1    Jaratt, P.2
  • 32
    • 0022024850 scopus 로고
    • A critical assessment of methods of correcting for drift from the yield surface in elastoplastic finite element analysis
    • Potts DM, Gens A (1985) A critical assessment of methods of correcting for drift from the yield surface in elastoplastic finite element analysis. Int. J. Num. Anal. Meth. Geomech. 9: 149-159
    • (1985) Int. J. Num. Anal. Meth. Geomech. , vol.9 , pp. 149-159
    • Potts, D.M.1    Gens, A.2
  • 33
    • 0023826634 scopus 로고
    • Variable-order variable step algorithm for second-order systems. Part 1: The methods'
    • Thomas RM, Gladwell I (1988) Variable-order variable step algorithm for second-order systems. Part 1: The methods'. Int. J. Num. Meth. Eng. 26: 39-53
    • (1988) Int. J. Num. Meth. Eng. , vol.26 , pp. 39-53
    • Thomas, R.M.1    Gladwell, I.2
  • 34
    • 0032799573 scopus 로고    scopus 로고
    • Biot consolidation analysis with automatic time stepping and error control. Part 2: Applications
    • Sloan SW, Abbo AJ (1999) Biot consolidation analysis with automatic time stepping and error control. Part 2: Applications. Int. J. Num. Anal. Meth. Geomech. 23: 493-529
    • (1999) Int. J. Num. Anal. Meth. Geomech. , vol.23 , pp. 493-529
    • Sloan, S.W.1    Abbo, A.J.2
  • 35
    • 0016352892 scopus 로고
    • Stress deformation and strength characteristics of soil under three different principal stresses
    • Matsuoka H, Nakai T (1974) Stress deformation and strength characteristics of soil under three different principal stresses. Proceeding of Japanese Society of Civil Engineering 232: 59-70
    • (1974) Proceeding of Japanese Society of Civil Engineering , vol.232 , pp. 59-70
    • Matsuoka, H.1    Nakai, T.2
  • 36
    • 0016568353 scopus 로고
    • Elastoplastic stress-strain theory for cohesionless soil
    • Lade PV, Duncan JM (1975) Elastoplastic stress-strain theory for cohesionless soil. J. Geotech. Eng. Div. ASCE 101: 1037-1053
    • (1975) J. Geotech. Eng. Div. ASCE , vol.101 , pp. 1037-1053
    • Lade, P.V.1    Duncan, J.M.2
  • 37
    • 0002442531 scopus 로고
    • Some useful forms of isotropic yield surfaces for soil and rock mechanics
    • Gudehus G (Ed.) Chapter 5
    • Zienkiewicz OC, Pande GN (1977) Some useful forms of isotropic yield surfaces for soil and rock mechanics. In: Gudehus G (Ed.) Finite Elements in Geomechanics, Chapter 5, pp. 179-198
    • (1977) Finite Elements in Geomechanics , pp. 179-198
    • Zienkiewicz, O.C.1    Pande, G.N.2
  • 38
    • 0018911582 scopus 로고
    • Isotropic yield surfaces in three dimensions for use in soil mechanics
    • Van Eekelen HAM (1980) Isotropic yield surfaces in three dimensions for use in soil mechanics. Int. J. Num. Anal. Meth. Geomech. 4: 89-101
    • (1980) Int. J. Num. Anal. Meth. Geomech. , vol.4 , pp. 89-101
    • Van Eekelen, H.A.M.1
  • 40
    • 0000738064 scopus 로고
    • The stress-dilatancy relation for static equilibrium of an assembly of particles in contact
    • Rowe PW (1962) The stress-dilatancy relation for static equilibrium of an assembly of particles in contact. Proceedings of Royal Society A267: 500-527
    • (1962) Proceedings of Royal Society , vol.A267 , pp. 500-527
    • Rowe, P.W.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.