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Volumn 55, Issue 5, 2005, Pages 383-392

Elastic moduli of soils dependent on pressure: A hyperelastic formulation

Author keywords

Anisotropy; Elasticity; Stiffness; Stress

Indexed keywords

ELASTIC MODULI; FREE ENERGY; MATHEMATICAL MODELS; STIFFNESS; THERMODYNAMICS;

EID: 21344455713     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2005.55.5.383     Document Type: Article
Times cited : (156)

References (26)
  • 1
    • 0031257404 scopus 로고    scopus 로고
    • Coupling plasticity and energy-conserving elasticity models for clays
    • Borja, R. I., Tamagnini, C. & Amorosi, A. (1997). Coupling plasticity and energy-conserving elasticity models for clays. J. Geotech. Engng 123, No. 10, 948-956.
    • (1997) J. Geotech. Engng. , vol.123 , Issue.10 , pp. 948-956
    • Borja, R.I.1    Tamagnini, C.2    Amorosi, A.3
  • 3
    • 0000695350 scopus 로고    scopus 로고
    • Application of thermomechanical principles to the modelling of geotechnical materials
    • Collins, I. F. & Houlsby, G. T. (1997). Application of thermomechanical principles to the modelling of geotechnical materials. Proc. R. Soc. London Ser. A 453, No. 1964, 1975-2001.
    • (1997) Proc. R. Soc. London Ser. A , vol.453 , Issue.1964 , pp. 1975-2001
    • Collins, I.F.1    Houlsby, G.T.2
  • 4
    • 0942291395 scopus 로고    scopus 로고
    • Pressure dependent elasticity and energy conservation in elastoplastic models for soils
    • Einav, I. & Puzrin, A. M. (2004). Pressure dependent elasticity and energy conservation in elastoplastic models for soils. J. Geotech. Geoenviron. Engng 130, No. 1, 81-92.
    • (2004) J. Geotech. Geoenviron. Engng. , vol.130 , Issue.1 , pp. 81-92
    • Einav, I.1    Puzrin, A.M.2
  • 9
    • 0022228301 scopus 로고
    • The use of a variable shear modulus in elastic-plastic models for clays
    • Houlsby, G. T. (1985). The use of a variable shear modulus in elastic-plastic models for clays. Comput. Geotech. 1, No. 1, 3-13.
    • (1985) Comput. Geotech. , vol.1 , Issue.1 , pp. 3-13
    • Houlsby, G.T.1
  • 10
    • 0026226732 scopus 로고
    • The variation of the shear modulus of a clay with pressure and overconsolidation ratio
    • Houlsby, G. T. & Wroth, C.P. (1991). The variation of the shear modulus of a clay with pressure and overconsolidation ratio. Soils Found. 31, No. 3, 138-143.
    • (1991) Soils Found. , vol.31 , Issue.3 , pp. 138-143
    • Houlsby, G.T.1    Wroth, C.P.2
  • 11
    • 21344449840 scopus 로고
    • The flow law of the granular solids with variable unloading rule
    • (ed. W. K. Nowacki), Warsaw: PWN
    • Hueckel, T. (1977). The flow law of the granular solids with variable unloading rule. In Problemes de la Rheologie et de Mecanique des Sols (ed. W. K. Nowacki), pp. 203-217. Warsaw: PWN.
    • (1977) Problemes De La Rheologie Et De Mecanique Des Sols , pp. 203-217
    • Hueckel, T.1
  • 15
    • 0002339230 scopus 로고    scopus 로고
    • The measurement of the stiffness anisotropy in clays with bender element tests in the triaxial apparatus
    • Jovičić, V. & Coop, M. R. (1998). The measurement of the stiffness anisotropy in clays with bender element tests in the triaxial apparatus. ASTM Geotech. Test. J. 21, No. 1, 3-10.
    • (1998) ASTM Geotech. Test. J. , vol.21 , Issue.1 , pp. 3-10
    • Jovičić, V.1    Coop, M.R.2
  • 16
    • 0023522975 scopus 로고
    • Modelling the elastic behaviour of granular materials
    • Lade, V. & Nelson, R. B. (1987). Modelling the elastic behaviour of granular materials. Int. J. Numer Anal. Methods Geomech. 11, No. 5, 521-542.
    • (1987) Int. J. Numer Anal. Methods Geomech. , vol.11 , Issue.5 , pp. 521-542
    • Lade, V.1    Nelson, R.B.2
  • 17
    • 0007278908 scopus 로고
    • Non-associated and coupled flow rules of elastoplasticity for geotechnical media
    • Tokyo, Speciality session
    • Maier, G. & Hueckel, T. (1977). Non-associated and coupled flow rules of elastoplasticity for geotechnical media. Proc. 9th Int. Conf. Soil Mech. Found. Engng, Tokyo, Speciality session 7, 129-142.
    • (1977) Proc. 9th Int. Conf. Soil Mech. Found. Engng. , vol.7 , pp. 129-142
    • Maier, G.1    Hueckel, T.2
  • 19
    • 0032433561 scopus 로고    scopus 로고
    • On hyperelasticity for clays
    • Niemunis, A. & Cudny, M. (1998). On hyperelasticity for clays. Comput. Geotech. 23, No. 4, 221-236.
    • (1998) Comput. Geotech. , vol.23 , Issue.4 , pp. 221-236
    • Niemunis, A.1    Cudny, M.2
  • 22
    • 0031208079 scopus 로고    scopus 로고
    • Small-strain stiffhess of reconstituted clay compressed along constant triaxial stress ratio paths
    • Rampello, S., Viggiani, G. M. B. & Amorosi, A. (1997). Small-strain stiffhess of reconstituted clay compressed along constant triaxial stress ratio paths. Géotechnique 47, No. 3, 475-489.
    • (1997) Géotechnique , vol.47 , Issue.3 , pp. 475-489
    • Rampello, S.1    Viggiani, G.M.B.2    Amorosi, A.3
  • 23
    • 0024186953 scopus 로고
    • Behaviour of granular materials under repeated load biaxial and triaxial stress conditions
    • Shaw, P. & Brown, S. F. (1988). Behaviour of granular materials under repeated load biaxial and triaxial stress conditions. Géotechnique 38, No. 4, 627-634.
    • (1988) Géotechnique , vol.38 , Issue.4 , pp. 627-634
    • Shaw, P.1    Brown, S.F.2
  • 24
    • 0018060946 scopus 로고
    • A double hardening model for sand
    • Vermeer, P. (1978). A double hardening model for sand. Géotechnique 28, No. 4, 413-433.
    • (1978) Géotechnique , vol.28 , Issue.4 , pp. 413-433
    • Vermeer, P.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.