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Volumn 29, Issue 5, 2002, Pages 383-390

An elastoplastic model for unsaturated rocks and concrete

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; COMPUTER SIMULATION; CONCRETES; MATHEMATICAL MODELS; PARAMETER ESTIMATION; PARTIAL DIFFERENTIAL EQUATIONS; PLASTIC DEFORMATION; POROUS MATERIALS; ROCKS; SHRINKAGE; STRESSES; SWELLING;

EID: 0036754275     PISSN: 00936413     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0093-6413(02)00306-3     Document Type: Article
Times cited : (34)

References (15)
  • 1
    • 0025620943 scopus 로고
    • A constitutive model for partially saturated soils
    • Alonso, E.E., Gens, A., Josa, A., 1990. A constitutive model for partially saturated soils. Géotechnique 40 (3), 405-430.
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 405-430
    • Alonso, E.E.1    Gens, A.2    Josa, A.3
  • 3
    • 34547583143 scopus 로고
    • Some aspects of effective stress in saturated and partly saturated soils
    • Bishop, A. W., Blight, G.E., 1963. Some aspects of effective stress in saturated and partly saturated soils. Géotechnique 13 (13), 177-197.
    • (1963) Géotechnique , vol.13 , Issue.3 , pp. 177-197
    • Bishop, A.W.1    Blight, G.E.2
  • 4
    • 0001328537 scopus 로고
    • Effective stress evaluation for unsaturated soils
    • Bright, G.E., 1967. Effective stress evaluation for unsaturated soils. ASCE J. Soil Mech. Found. Eng. Div. 93, 125-148.
    • (1967) ASCE J. Soil Mech. Found. Eng. Div. , vol.93 , pp. 125-148
    • Bright, G.E.1
  • 5
    • 0032172592 scopus 로고    scopus 로고
    • A micromechanical approach to the behavior of a non-saturated porous medium
    • Chateau, X., Dormieux L., 1998. A micromechanical approach to the behavior of a non-saturated porous medium. C.R. Acad. Sci. Paris, Série II b t326, 533-538.
    • (1998) C.R. Acad. Sci. Paris, Série II b , vol.t326 , pp. 533-538
    • Chateau, X.1    Dormieux, L.2
  • 6
    • 0003791319 scopus 로고    scopus 로고
    • Experimental investigation and constitutive modeling of coupled elastoplastic damage in hard claystones
    • Doctoral thesis, University of Lille (in French)
    • Chiarelli, A.S., 2000. Experimental investigation and constitutive modeling of coupled elastoplastic damage in hard claystones. Doctoral thesis, University of Lille (in French).
    • (2000)
    • Chiarelli, A.S.1
  • 8
    • 0031713362 scopus 로고    scopus 로고
    • Constitutive modelling of unsaturated drying deformable materials
    • Coussy, O., Eymard, R., Lassabatère, T., 1998. Constitutive modelling of unsaturated drying deformable materials. J. Eng. Mech. 124 (6), 658-667.
    • (1998) J. Eng. Mech. , vol.124 , Issue.6 , pp. 658-667
    • Coussy, O.1    Eymard, R.2    Lassabatère, T.3
  • 9
    • 0002490423 scopus 로고    scopus 로고
    • Plasticity and imbibition-drainage curve for unsaturated soils: A unified approach
    • In: Pietruszczak, S., Pande, G. (Eds.)
    • Dangla, P., Malinsky, L., Coussy, O., 1997. Plasticity and imbibition-drainage curve for unsaturated soils: A unified approach. In: Pietruszczak, S., Pande, G. (Eds.), Numerical Models in Geomechanics. Balkema, pp. 141-147.
    • (1997) Numerical Models in Geomechanics. Balkema , pp. 141-147
    • Dangla, P.1    Malinsky, L.2    Coussy, O.3
  • 11
    • 4243877933 scopus 로고    scopus 로고
    • Comportement mécanique d' un limon non saturé. Etude expérimentale et modélisation constitutive
    • Doctoral thesis, no. 1942, EPFL, Lausanne
    • Geiser, F., 1999. Comportement mécanique d' un limon non saturé. Etude expérimentale et modélisation constitutive. Doctoral thesis, no. 1942, EPFL, Lausanne.
    • (1999)
    • Geiser, F.1
  • 12
    • 0003624035 scopus 로고
    • Couplages hydromècaniques en milieu poreux non saturé avec changement de phase: Application au retrait de dessiccation
    • Doctoral thesis, Ecole Nationale des Ponts et Chaussées, Paris
    • Lassabatère, T., 1994. Couplages hydromècaniques en milieu poreux non saturé avec changement de phase: Application au retrait de dessiccation. Doctoral thesis, Ecole Nationale des Ponts et Chaussées, Paris.
    • (1994)
    • Lassabatère, T.1
  • 13
    • 0023834565 scopus 로고
    • An elastoplastic constitutive model for concrete
    • Pietruszczak, S., Jiang, J., Mirza, F.A., 1988. An elastoplastic constitutive model for concrete. Int. J. Solids Struct. 24 (7), 705-722.
    • (1988) Int. J. Solids Struct. , vol.24 , Issue.7 , pp. 705-722
    • Pietruszczak, S.1    Jiang, J.2    Mirza, F.A.3
  • 14
    • 0018911582 scopus 로고
    • Isotropic yield surfaces in three dimensions for use in soil mechanics
    • Van Eekelen, 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 Eekelen1
  • 15
    • 0011162222 scopus 로고
    • Rôle de la pression interstitielle négative dans le comportement des sols-Application aux routes
    • Doctoral thesis, Ecole Centrale, Paris
    • Zerhouni, M.I., 1991. Rôle de la pression interstitielle négative dans le comportement des sols--Application aux routes. Doctoral thesis, Ecole Centrale, Paris.
    • (1991)
    • Zerhouni, M.I.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.