Proposition of a general yield function in geomechanics

Comptes Rendus - Mecanique - Tập 333 - Trang 279-284 - 2005
Siegfried Maïolino1,2
1École polytechnique, laboratoire de mécanique des solides, 91128 Palaiseau cedex, France
2Centre d'études techniques de l'équipement de Lyon, laboratoire régional de Lyon – mécanique des roches, 25, avenue François-Mitterrand, case numéro 1, 69674 Bron cedex, France

Tài liệu tham khảo

Pan, 1988, A simplified three dimensional Hoek–Brown yield criterion, 95 Hoek, 1980, Empirical Strength criterion for rock masses, J. Geotech. Engrg. ASCE, 106 [GT9], 1013, 10.1061/AJGEB6.0001029 Lade, 1977, Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces, Int. J. Solids Struct., 13, 1019, 10.1016/0020-7683(77)90073-7 Zienkiewicz, 1975, Some useful forms of isotropic yield surfaces for soil and rock mechanics, 3 Bigoni, 2004, Yield criteria for quasibrittle and frictional materials, Int. J. Solids Struct., 41, 2855, 10.1016/j.ijsolstr.2003.12.024 Kim, 1984, Modeling rock strength in three dimensions, Int. J. Rock Mech. Min. Sci. Abstracts, 21, 21, 10.1016/0148-9062(84)90006-8 Matsuoka, 1985, Relationship among Tresca, Mises, Mohr–Coulomb and Matsuoka–Nakai failure criteria, Soils Foundations, 25, 123, 10.3208/sandf1972.25.4_123 Carranza-Torres, 1999, The elasto-plastic response of underground excavations in rock masses that satisfy the Hœk–Brown failure criterion, Int. J. Rock Mech. Min. Sci., 36, 777, 10.1016/S0148-9062(99)00047-9 Argyris, 1974, Recent developments in the finite element analysis of PCRV, in: 2nd Int. Conf. SMIRT, Berlin, Nuclear Engineering and Design, 28, 42, 10.1016/0029-5493(74)90088-0 William, 1975, Constitutive models for the triaxial behavior of concrete, 1