메뉴 건너뛰기




Volumn 2, Issue 1, 2007, Pages 61-74

A critical state framework for modelling bonded geomaterials

Author keywords

Bonding; Cohesion; Constitutive model; Critical state; Structure

Indexed keywords

COHESION; CONSTITUTIVE EQUATION; CONTRACTION; CRITICAL STATE; DILATANCY; MODELING; PLASTIC FLOW; SOFTENING; SOIL MECHANICS; STIFFNESS;

EID: 34248391432     PISSN: 17486025     EISSN: 17486033     Source Type: Journal    
DOI: 10.1080/17486020601164275     Document Type: Article
Times cited : (70)

References (54)
  • 1
    • 0027789915 scopus 로고
    • Triaxial testing of naturally cemented carbonate soil
    • Airey, D. W. (1993) Triaxial testing of naturally cemented carbonate soil. J. Geotech. Engng. Div. ASCE, 119:9, pp. 1379-1398.
    • (1993) J. Geotech. Engng. Div. ASCE , vol.119 , Issue.9 , pp. 1379-1398
    • Airey, D.W.1
  • 2
    • 0025919883 scopus 로고
    • Cyclic response of calcareous soil from the north-west shelf of Australia
    • Airey, D. W. and Fahey, M. (1991) Cyclic response of calcareous soil from the north-west shelf of Australia. Geotechnique, 41:1, pp. 101-122.
    • (1991) Geotechnique , vol.41 , Issue.1 , pp. 101-122
    • Airey, D.W.1    Fahey, M.2
  • 6
    • 2542428720 scopus 로고    scopus 로고
    • A constitutive model for structured clays
    • Baudet, B. and Stallebrass, S. (2004) A constitutive model for structured clays. Geotechnique, 54:4, pp. 269-278.
    • (2004) Geotechnique , vol.54 , Issue.4 , pp. 269-278
    • Baudet, B.1    Stallebrass, S.2
  • 7
    • 0022082462 scopus 로고
    • A state parameter for sands
    • Been, K. and Jeffferies, M. G. (1985) A state parameter for sands. Geotechnique, 35:2, pp. 99-112.
    • (1985) Geotechnique , vol.35 , Issue.2 , pp. 99-112
    • Been, K.1    Jeffferies, M.G.2
  • 8
    • 0025645141 scopus 로고
    • On the compressibility and shear strength of natural clays
    • Burland, J. B. (1990) On the compressibility and shear strength of natural clays. Geotechnique, 40:3, pp. 329-378.
    • (1990) Geotechnique , vol.40 , Issue.3 , pp. 329-378
    • Burland, J.B.1
  • 9
    • 0030238322 scopus 로고    scopus 로고
    • A laboratory study of the strength of four stiff clays
    • Burland, J. B., Rampello, S., Georgiannou, V. N. and Calabresi, G. (1996) A laboratory study of the strength of four stiff clays. Geotechnique, 46:3, pp. 491-514.
    • (1996) Geotechnique , vol.46 , Issue.3 , pp. 491-514
    • Burland, J.B.1    Rampello, S.2    Georgiannou, V.N.3    Calabresi, G.4
  • 10
    • 0032144309 scopus 로고    scopus 로고
    • Mechanical behaviour of a natural soft clay
    • Callisto, L. and Calabresi, G. (1998) Mechanical behaviour of a natural soft clay. Geotechnique, 48:4, pp. 495-513.
    • (1998) Geotechnique , vol.48 , Issue.4 , pp. 495-513
    • Callisto, L.1    Calabresi, G.2
  • 12
    • 0027519060 scopus 로고
    • The mechanics of cemented carbonate sands
    • Coop, M. R. and Atkinson, J. H. (1993) The mechanics of cemented carbonate sands. Geotechnique, 43:1, pp. 53-67.
    • (1993) Geotechnique , vol.43 , Issue.1 , pp. 53-67
    • Coop, M.R.1    Atkinson, J.H.2
  • 13
    • 0344873188 scopus 로고    scopus 로고
    • Behaviour of hydrocarbon reservoir sands and sandstones
    • Coop, M. R. and Wilson, S. M. (2003) Behaviour of hydrocarbon reservoir sands and sandstones. J. Geotech. Geoenviron. Eng. ASCE, 129:11, pp. 1010-1019.
    • (2003) J. Geotech. Geoenviron. Eng. ASCE , vol.129 , Issue.11 , pp. 1010-1019
    • Coop, M.R.1    Wilson, S.M.2
  • 14
    • 0031210482 scopus 로고    scopus 로고
    • The influence of structure on the pre-failure behaviour of a natural clay
    • Cotecchia, F. and Chandler, R. J. (1997) The influence of structure on the pre-failure behaviour of a natural clay. Geotechnique, 47:3, pp. 523-544.
    • (1997) Geotechnique , vol.47 , Issue.3 , pp. 523-544
    • Cotecchia, F.1    Chandler, R.J.2
  • 15
    • 0034253675 scopus 로고    scopus 로고
    • A general framework for the mechanical behaviour of clays
    • Cotecchia, F. and Chandler, R. J. (2000) A general framework for the mechanical behaviour of clays. Geotechnique, 50:4, pp. 431-447.
    • (2000) Geotechnique , vol.50 , Issue.4 , pp. 431-447
    • Cotecchia, F.1    Chandler, R.J.2
  • 16
    • 0031213491 scopus 로고    scopus 로고
    • Yielding and pre-failure deformation of structured sands
    • Cuccovillo, T. and Coop, M. R. (1997) Yielding and pre-failure deformation of structured sands. Geotechnique, 47:3, pp. 491-508.
    • (1997) Geotechnique , vol.47 , Issue.3 , pp. 491-508
    • Cuccovillo, T.1    Coop, M.R.2
  • 17
    • 0033382201 scopus 로고    scopus 로고
    • On the mechanics of structured sands
    • Cuccovillo, T. and Coop, M. R. (1999) On the mechanics of structured sands. Geotechnique, 49:6, pp. 741-760.
    • (1999) Geotechnique , vol.49 , Issue.6 , pp. 741-760
    • Cuccovillo, T.1    Coop, M.R.2
  • 21
    • 15144346707 scopus 로고    scopus 로고
    • Properties of artificially cemented carbonate sand
    • Huang, J. T. and Airey, D. W. (1998) Properties of artificially cemented carbonate sand. J. Geotech. Geoenviron. Eng. ASCE, 124:6, pp. 492-499.
    • (1998) J. Geotech. Geoenviron. Eng. ASCE , vol.124 , Issue.6 , pp. 492-499
    • Huang, J.T.1    Airey, D.W.2
  • 23
    • 0034111811 scopus 로고    scopus 로고
    • A constitutive model for structured soils
    • Kavvadas, M. and Amorosi, A. (2000) A constitutive model for structured soils. Geotechnique, 50:3, pp. 263-273.
    • (2000) Geotechnique , vol.50 , Issue.3 , pp. 263-273
    • Kavvadas, M.1    Amorosi, A.2
  • 24
    • 21844443738 scopus 로고    scopus 로고
    • Development and numerical evaluation of unified critical state models
    • PhD Thesis, University of Nottingham
    • Khong, C. D. (2004) Development and numerical evaluation of unified critical state models. PhD Thesis, University of Nottingham
    • (2004)
    • Khong, C.D.1
  • 25
    • 0029415875 scopus 로고
    • An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression
    • Lagioia, R. and Nova, R. (1995) An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression. Geotechnique, 45:4, pp. 633-648.
    • (1995) Geotechnique , vol.45 , Issue.4 , pp. 633-648
    • Lagioia, R.1    Nova, R.2
  • 26
    • 0005325265 scopus 로고
    • Contribution ̀ l'étude de la stabilité des pentes dans les argiles cimenteés
    • PhD Thesis, Université Laval Québec
    • Lefebvre, G. (1970) Contribution ̀ l'étude de la stabilité des pentes dans les argiles cimenteés. PhD Thesis, Université Laval Québec
    • (1970)
    • Lefebvre, G.1
  • 27
    • 0025676842 scopus 로고
    • The general and congruent effects of structure in natural soils and weak rocks
    • Leroueil, S. and Vaughan, P. R. (1990) The general and congruent effects of structure in natural soils and weak rocks. Geotechnique, 40:3, pp. 467-488.
    • (1990) Geotechnique , vol.40 , Issue.3 , pp. 467-488
    • Leroueil, S.1    Vaughan, P.R.2
  • 29
    • 0003404153 scopus 로고
    • Laboratory studies of weakly bonded artificial soil
    • PhD Thesis, University of London Québec
    • Maccarini, M. (1987) Laboratory studies of weakly bonded artificial soil. PhD Thesis, University of London Québec
    • (1987)
    • Maccarini, M.1
  • 30
    • 0036622684 scopus 로고    scopus 로고
    • Cylindrical cavity expansion in dilatant cohesive-frictional materials
    • Mántaras, F. M. and Schnaid, F. (2002) Cylindrical cavity expansion in dilatant cohesive-frictional materials. Geotechnique, 52:5, pp. 337-348.
    • (2002) Geotechnique , vol.52 , Issue.5 , pp. 337-348
    • Mántaras, F.M.1    Schnaid, F.2
  • 31
    • 0016352892 scopus 로고
    • Stress-deformation and strength characteristics under three different principal stress
    • Matsuoka, H. and Nakai, T. (1974) Stress-deformation and strength characteristics under three different principal stress. Proc. Jpn Soc. Civil Eng., 232, pp. 59-70.
    • (1974) Proc. Jpn Soc. Civil Eng. , vol.232 , pp. 59-70
    • Matsuoka, H.1    Nakai, T.2
  • 33
    • 0041854206 scopus 로고    scopus 로고
    • A constitutive model for bonded geomaterials subject to mechanical and/ or chemical degradation
    • Nova, R., Castellanza, R. and Tamagnini, C. (2003) A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation. Int. J. Numer. Anal. Meth. Geomech., 27:9, pp. 705-732.
    • (2003) Int. J. Numer. Anal. Meth. Geomech. , vol.27 , Issue.9 , pp. 705-732
    • Nova, R.1    Castellanza, R.2    Tamagnini, C.3
  • 34
    • 0002898840 scopus 로고    scopus 로고
    • Study of the mechanical behaviour of an artificially cemented soil
    • MSc Thesis, Federal University of Rio Grande de Sul Porto Alegre
    • Prietto, P. D. M. (1996) Study of the mechanical behaviour of an artificially cemented soil. MSc Thesis, Federal University of Rio Grande de Sul Porto Alegre
    • (1996)
    • Prietto, P.D.M.1
  • 35
    • 0001135661 scopus 로고
    • Ein Grundgesetz der Tonmechanik und sein Experementeller Beweis
    • Rendulic, L. (1937) Ein Grundgesetz der Tonmechanik und sein Experementeller Beweis. Bauingeneur, 18
    • (1937) Bauingeneur , vol.18
    • Rendulic, L.1
  • 36
    • 0002724115 scopus 로고
    • On the generalized stress-strain behaviour of 'wet' clay
    • Cambridge University Press, Cambridge
    • Roscoe, K. H. and Burland, J. B. (1968) On the generalized stress-strain behaviour of 'wet' clay. Engineering Plasticity, pp. 535-609. Cambridge University Press, Cambridge
    • (1968) Engineering Plasticity , pp. 535-609
    • Roscoe, K.H.1    Burland, J.B.2
  • 39
    • 0034100589 scopus 로고    scopus 로고
    • A kinematic hardening constitutive model for natural clays with loss of structure
    • Rouainia, M. and Wood, D. Muir (2000) A kinematic hardening constitutive model for natural clays with loss of structure. Geotechnique, 50:2, pp. 153-164.
    • (2000) Geotechnique , vol.50 , Issue.2 , pp. 153-164
    • Rouainia, M.1    Muir Wood, D.2
  • 40
    • 0000738064 scopus 로고
    • The stress-dilatancy relation for static equilibrium of an assembly of particles in contact
    • Rowe, P. W. (1962) The stress-dilatancy relation for static equilibrium of an assembly of particles in contact. Proc. R. Soc. London, pp. 500-527.
    • (1962) Proc. R. Soc. London , pp. 500-527
    • Rowe, P.W.1
  • 41
    • 0002656820 scopus 로고
    • Stress-dilatancy, earth pressure, and slopes
    • Rowe, P. W. (1963) Stress-dilatancy, earth pressure, and slopes. J. Soil Mech. Found. Div. ASCE, 89, pp. 37-61.
    • (1963) J. Soil Mech. Found. Div. ASCE , vol.89 , pp. 37-61
    • Rowe, P.W.1
  • 44
    • 0034247429 scopus 로고    scopus 로고
    • Aspects of finite element implementation of critical state models
    • Sheng, D., Sloan, S. W. and Yu, H. S. (2000) Aspects of finite element implementation of critical state models. Comput. Mech., 26, p. 196.
    • (2000) Comput. Mech. , vol.26 , pp. 196
    • Sheng, D.1    Sloan, S.W.2    Yu, H.S.3
  • 45
    • 34248347668 scopus 로고
    • Notes on the compressibility of clays
    • Skempton, A. W. (1944) Notes on the compressibility of clays. Q. J. Geol. Soc., 100, p. 135.
    • (1944) Q. J. Geol. Soc. , vol.100 , pp. 135
    • Skempton, A.W.1
  • 46
    • 0027007903 scopus 로고
    • The yielding of Bothkennar clay
    • Smith, P. R., Jardine, R. J. and Hight, D. W. (1992) The yielding of Bothkennar clay. Geotechnique, 42:2, pp. 257-274.
    • (1992) Geotechnique , vol.42 , Issue.2 , pp. 257-274
    • Smith, P.R.1    Jardine, R.J.2    Hight, D.W.3
  • 47
    • 0001037056 scopus 로고
    • Undisturbed clay samples and undisturbed clays
    • Terzaghi, K. (1941) Undisturbed clay samples and undisturbed clays. J. Boston Soc. Civil Eng., 28:3, pp. 45-65.
    • (1941) J. Boston Soc. Civil Eng. , vol.28 , Issue.3 , pp. 45-65
    • Terzaghi, K.1
  • 48
    • 0032056158 scopus 로고    scopus 로고
    • Swelling and softening behaviour of La Biche shale
    • Wong, R. C. K. (1998) Swelling and softening behaviour of La Biche shale. Can. Geotech. J., 35, p. 221.
    • (1998) Can. Geotech. J. , vol.35 , pp. 221
    • Wong, R.C.K.1
  • 49
    • 34248387510 scopus 로고    scopus 로고
    • A unified critical state model for clay and sand
    • Yu, H. S. A unified critical state model for clay and sand.
    • Yu, H.S.1
  • 50
    • 0032144382 scopus 로고    scopus 로고
    • CASM: A unified state parameter model for clay and sand
    • Yu, H. S. (1998) CASM: A unified state parameter model for clay and sand. Int. J. Numer. Anal. Meth. Geomech., 22:8, pp. 621-653.
    • (1998) Int. J. Numer. Anal. Meth. Geomech. , vol.22 , Issue.8 , pp. 621-653
    • Yu, H.S.1
  • 52
    • 27744551914 scopus 로고    scopus 로고
    • Experimental evaluation and extension of a simple critical state model for sand
    • Yu, H. S., Khong, C. D., Wang, J. and Zhang, G. (2005) Experimental evaluation and extension of a simple critical state model for sand. Granul. Matter, 7, p. 225.
    • (2005) Granul. Matter , vol.7 , pp. 225
    • Yu, H.S.1    Khong, C.D.2    Wang, J.3    Zhang, G.4
  • 53
    • 33750522262 scopus 로고    scopus 로고
    • A unified plasticity model for cyclic behaviour of clay and sand
    • Yu, H. S., Khong, C. D. and Wang, J. (2007) A unified plasticity model for cyclic behaviour of clay and sand. Mechanics Research Communications, 34:2, pp. 97-114.
    • (2007) Mechanics Research Communications , vol.34 , Issue.2 , pp. 97-114
    • Yu, H.S.1    Khong, C.D.2    Wang, J.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.