4. References#
LEMAITRE J., CHABOCHE J.L.: « Mechanics of solid materials », Ed. Dunod (1985).
[U2.04.05] User manual for the THM model.
[U2.04.08] Static and dynamic calculations of geomechanical structures with Hujeux’s law.
[U4.51.11] Nonlinear behaviors, § 4.3.8.
[U4.90.21] CALC_ESSAI_GEOMECA operator.
[R3.06.09] Mechanical joint finite elements and hydromechanically coupled joint finite elements.
[R5.04.03] Second gradient modeling.
[R7.01.11] Behaviour models THHM.
[R7.01.13] Law CJS in geomechanics.
[R7.01.14] Law of behavior CAM_CLAY.
[R7.01.15] LAIGLE law of behavior.
[R7.01.17] Law of behavior of porous media: BARCELONE model.
[R7.01.18] HOEK_BROWN Behaviour Law amended.
[R7.01.23] Hujeux’s law of cyclical behavior for soils.
[R7.01.24] Law of viscoplastic behavior LETK.
[R7.01.25] Laws of behavior of dam joints: JOINT_MECA_RUPT and JOINT_MECA_FROT.
[R7.01.28] Mohr-Coulomb law.
[R7.01.38] Iwan’s law for the cyclic behavior of granular materials.
[R7.01.39] Rankine’s law.
[R7.01.40] Behaviour model LKR.
[R7.01.41] Law of behavior of porous media: GONF_ELAS.
[R7.01.43] Elastoplastic law with smoothed Mohr-Coulomb criterion.
[R7.02.11] Cohesive behavior laws: CZM_xxx_xxx and load management.
[R7.02.15] Modelling cracks with hydromechanical coupling in a saturated porous medium.
ALVES FERNANDES V. « Analysis of cyclical soil behavior models for the seismic response of embankment structures ». Note EDF, 6125-1714-2017-04046-EN.
BOUTONNIER L. « Hydromechanical behavior of fine soils close to saturation. Case of earthen structures: coefficient B, instantaneous and delayed deformations, shrinkage/swelling ». Doctorate INPG, 2007.
CAMBOU B., Di PRISCO C. « Constitutive Modelling of Geomaterials ». French Journal of Civil Engineering, vol. 4, no. 5. Ed. Hermes, 2000.
LEESA. « Obtaining parameters for geotechnical analysis. » NAFEMS, 2012.
LUONG M. « Cyclic phenomena in powdery soils ». Rev Fr Geotech, (10), 1980.
HOEK E., MARINOS P., and BENISSI M. « Applicability of the geological strength index (GSI) classification for very weak and sheared rock masses. The case of the Athens schist formation ». Bull. Eng. Freeze. Approx., 57:151—160, 1998.
VERMEER, P., of BORST, R. « Non-Associated Plasticity for Soils, Concrete and Rock », HERON 29, pp. 1-64, 1984.