메뉴 건너뛰기




Volumn 36, Issue 1-2, 2009, Pages 20-23

On the use of the generalised effective stress in the constitutive modelling of unsaturated soils

Author keywords

Constitutive relations; Effective stress; Partial saturation; Plasticity; Pore pressures; Suction

Indexed keywords

ABS RESINS; HARDENING; SOILS;

EID: 56949105035     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2008.03.002     Document Type: Article
Times cited : (105)

References (26)
  • 1
    • 56949101756 scopus 로고    scopus 로고
    • Gens A. Constitutive modelling: application to compacted soils. In: Unsaturated soils, Paris, Balkema; 1995. p. 1179-200.
    • Gens A. Constitutive modelling: application to compacted soils. In: Unsaturated soils, Paris, Balkema; 1995. p. 1179-200.
  • 2
    • 32644446611 scopus 로고    scopus 로고
    • Jardine RJ, Gens A, Hight DW, Coop MR. Developments in understanding soil behaviour. In: Advances in geotechnical engineering. The Skempton conference, Thomas Telford; 2004. p. 103-206.
    • Jardine RJ, Gens A, Hight DW, Coop MR. Developments in understanding soil behaviour. In: Advances in geotechnical engineering. The Skempton conference, Thomas Telford; 2004. p. 103-206.
  • 4
    • 31444439189 scopus 로고    scopus 로고
    • On the mechanical energy and effective stress in saturated and unsaturated porous continua
    • Borja R.I. On the mechanical energy and effective stress in saturated and unsaturated porous continua. Int J Solid Struct 43 (2006) 1764-1786
    • (2006) Int J Solid Struct , vol.43 , pp. 1764-1786
    • Borja, R.I.1
  • 6
    • 0030390329 scopus 로고    scopus 로고
    • Constitutive relations for partially saturated soils containing gas inclusions
    • Pietruszczak S., and Pande G.N. Constitutive relations for partially saturated soils containing gas inclusions. J Geotech Eng-Asce 122 1 (1996) 50-59
    • (1996) J Geotech Eng-Asce , vol.122 , Issue.1 , pp. 50-59
    • Pietruszczak, S.1    Pande, G.N.2
  • 8
    • 56949103011 scopus 로고    scopus 로고
    • Estabragh AR, Javadi A. A shear strength behaviour of unsaturated silty soil. In: Mechanics of unsaturated soils, Weimar, Springer, vol. 112; 2007. 153-59.
    • Estabragh AR, Javadi A. A shear strength behaviour of unsaturated silty soil. In: Mechanics of unsaturated soils, Weimar, Springer, vol. 112; 2007. 153-59.
  • 9
    • 0000212475 scopus 로고
    • The principle of effective stress
    • Bishop A.W. The principle of effective stress. Tecnisk Ukeblad (1959) 39
    • (1959) Tecnisk Ukeblad , pp. 39
    • Bishop, A.W.1
  • 10
    • 0032181240 scopus 로고    scopus 로고
    • A unique relationship for χ for the determination of the shear strength of unsaturated soils
    • Khalili N., and Khabbaz M.H. A unique relationship for χ for the determination of the shear strength of unsaturated soils. Géotechnique 48 5 (1998) 681-687
    • (1998) Géotechnique , vol.48 , Issue.5 , pp. 681-687
    • Khalili, N.1    Khabbaz, M.H.2
  • 11
    • 3142512733 scopus 로고    scopus 로고
    • A constitutive model for unsaturated soils: thermomechanical and computational aspects
    • Sheng D., Sloan S.W., and Gens A. A constitutive model for unsaturated soils: thermomechanical and computational aspects. Comput Mech 33 6 (2004) 453-465
    • (2004) Comput Mech , vol.33 , Issue.6 , pp. 453-465
    • Sheng, D.1    Sloan, S.W.2    Gens, A.3
  • 12
    • 0037294709 scopus 로고    scopus 로고
    • Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils
    • Wheeler S.J., Sharma R.S., and Buisson M.S.R. Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils. Géotechnique 53 1 (2003) 41-54
    • (2003) Géotechnique , vol.53 , Issue.1 , pp. 41-54
    • Wheeler, S.J.1    Sharma, R.S.2    Buisson, M.S.R.3
  • 13
    • 56949100782 scopus 로고    scopus 로고
    • Schrefler BA. The finite element method in soil consolidation (with applications to surface subsidence), PhD thesis, University College of Swansea; 1984.
    • Schrefler BA. The finite element method in soil consolidation (with applications to surface subsidence), PhD thesis, University College of Swansea; 1984.
  • 14
    • 0030165092 scopus 로고    scopus 로고
    • Elastoplastic soil constitutive laws generalized to partially saturated states
    • Bolzon G., Schrefler B.A., and Zienkiewicz O.C. Elastoplastic soil constitutive laws generalized to partially saturated states. Géotechnique 46 2 (1996) 279-289
    • (1996) Géotechnique , vol.46 , Issue.2 , pp. 279-289
    • Bolzon, G.1    Schrefler, B.A.2    Zienkiewicz, O.C.3
  • 15
    • 1942498852 scopus 로고    scopus 로고
    • An extended cam-clay model for unsaturated soils with hydraulic hysteresis
    • Tamagnini R. An extended cam-clay model for unsaturated soils with hydraulic hysteresis. Géotechnique 54 3 (2004) 223-228
    • (2004) Géotechnique , vol.54 , Issue.3 , pp. 223-228
    • Tamagnini, R.1
  • 16
    • 56949089295 scopus 로고    scopus 로고
    • Jommi C. Remarks on the constitutive modelling of unsaturated soils. In: Experimental evidence and theoretical approaches in unsaturated soils, Trento; 2000. p. 139-53.
    • Jommi C. Remarks on the constitutive modelling of unsaturated soils. In: Experimental evidence and theoretical approaches in unsaturated soils, Trento; 2000. p. 139-53.
  • 17
    • 0037293574 scopus 로고    scopus 로고
    • An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour
    • Gallipoli D., Gens A., Sharma R.S., and Vaunat J. An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour. Géotechnique 53 1 (2003) 123-135
    • (2003) Géotechnique , vol.53 , Issue.1 , pp. 123-135
    • Gallipoli, D.1    Gens, A.2    Sharma, R.S.3    Vaunat, J.4
  • 18
    • 34547755465 scopus 로고    scopus 로고
    • A chemo-thermo-mechanically coupled numerical simulation of the subsurface ground deformations due to methane hydrate dissociation
    • Kimoto S., Oka F., Fushita T., and Fujiwaki M. A chemo-thermo-mechanically coupled numerical simulation of the subsurface ground deformations due to methane hydrate dissociation. Comput Geotech 34 4 (2007) 216-228
    • (2007) Comput Geotech , vol.34 , Issue.4 , pp. 216-228
    • Kimoto, S.1    Oka, F.2    Fushita, T.3    Fujiwaki, M.4
  • 19
    • 56949108267 scopus 로고    scopus 로고
    • Nuth M, Laloui L. New insight into the unified hydro-mechanical constitutive modelling of unsaturated soils. In: Unsat Asia, Nanjing; 2007. p. 109-25.
    • Nuth M, Laloui L. New insight into the unified hydro-mechanical constitutive modelling of unsaturated soils. In: Unsat Asia, Nanjing; 2007. p. 109-25.
  • 20
    • 34548367871 scopus 로고    scopus 로고
    • An introduction to the constitutive modelling of unsaturated soils
    • Laloui L., and Nuth M. An introduction to the constitutive modelling of unsaturated soils. Revue Européenne de Génie Civil 9 5/6 (2005) 651-669
    • (2005) Revue Européenne de Génie Civil , vol.9 , Issue.5-6 , pp. 651-669
    • Laloui, L.1    Nuth, M.2
  • 21
    • 57249105090 scopus 로고    scopus 로고
    • Effect of cementation on the small-strain parameters of sands
    • Fernandez A.L., and Santamarina J.C. Effect of cementation on the small-strain parameters of sands. Can Geotech J 38 (2001) 191-199
    • (2001) Can Geotech J , vol.38 , pp. 191-199
    • Fernandez, A.L.1    Santamarina, J.C.2
  • 22
    • 44049098403 scopus 로고    scopus 로고
    • Nuth M., Laloui L., Effective stress concept in unsaturated soils: clarification and validation of a unified framework. Int J Numer Anal Meth Geomech; 2007, DOI 10.1002/nag.645.
    • Nuth M., Laloui L., Effective stress concept in unsaturated soils: clarification and validation of a unified framework. Int J Numer Anal Meth Geomech; 2007, DOI 10.1002/nag.645.
  • 23
    • 56949100245 scopus 로고    scopus 로고
    • Casini F, Vasallo R, Mancuso C, Desideri A. Interpretation of the behaviour of compacted soils using Cam-Clay extended to unsaturated conditions. In: Mechanics of unsaturated soils, vol. 113. Weimar: Springer; 2007. p. 29-36.
    • Casini F, Vasallo R, Mancuso C, Desideri A. Interpretation of the behaviour of compacted soils using Cam-Clay extended to unsaturated conditions. In: Mechanics of unsaturated soils, vol. 113. Weimar: Springer; 2007. p. 29-36.
  • 25
    • 3242764531 scopus 로고    scopus 로고
    • Effective stress in unsaturated soils: review with new evidence
    • Khalili N., Geiser F., and Blight G.E. Effective stress in unsaturated soils: review with new evidence. Int J Geomech 4 (2004) 2
    • (2004) Int J Geomech , vol.4 , pp. 2
    • Khalili, N.1    Geiser, F.2    Blight, G.E.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.