Thermo-hydro-mechanical simulation of Atlas in situ large-scale test in Boom clay
暂无分享,去创建一个
[1] Nabil Sultan,et al. The thermal consolidation of Boom clay , 2000, Poromechanics.
[2] Steven R. Sobolik,et al. The FEBEX benchmark test : case definition and comparison of modelling approaches , 2005 .
[3] William Boyle,et al. Measuring Thermal, Hydrological, Mechanical, and Chemical Responses in the Yucca Mountain Drift Scale Test , 2004 .
[4] Fred Collin,et al. Couplages thermo-hydro-mécaniques dans les sols et les roches tendres partiellement saturés , 2003 .
[5] L. Laloui,et al. Experimental study of thermal effects on the mechanical behaviour of a clay , 2004 .
[6] A. Gens,et al. Nonisothermal multiphase flow of brine and gas through saline media , 1994 .
[7] F. Bernier,et al. Overview of in-situ thermomechanical experiments in clay: Concept, results and interpretation , 1996 .
[8] Lyesse Laloui,et al. Constitutive modelling of the thermo-plastic behaviour of soils , 2005 .
[9] Antonio Gens,et al. In situ behaviour of a stiff layered clay subject to thermal loading : observations and interpretation , 2007 .
[10] Wim Haegeman,et al. Some mechanical properties of reconstituted Boom clay , 1996 .
[11] Bernhard A. Schrefler,et al. The Finite Element Method in the Deformation and Consolidation of Porous Media , 1987 .
[12] Robert Charlier,et al. A finite element method for poro mechanical modelling of geotechnical problems using local second gradient models , 2006 .
[13] Chin-Fu Tsang,et al. A discussion of thermo–hydro–mechanical (THM) processes associated with nuclear waste repositories , 2000 .
[14] Antonio Gens,et al. Clay barriers in radioactive waste disposal , 2001 .
[15] M. Sintubin,et al. Brittle fractures and ductile shear bands in argillaceous sediments: inferences from Oligocene Boom Clay (Belgium) , 2005 .
[16] Bernhard A. Schrefler,et al. Coupled heat, water and gas flow in deformable porous media , 1995 .
[17] Jean-Dominique Barnichon,et al. Observations and predictions of hydromechanical coupling effects in the Boom clay, Mol Underground Research Laboratory, Belgium , 2003 .
[18] Giulio Maier,et al. On failure indicators in multidissipative materials , 1996 .
[19] D. D. Bruyn,et al. The second phase of ATLAS: the continuation of a running THM test in the HADES underground research facility at Mol , 2002 .
[20] Ian G. McKinley,et al. The Geological Disposal of Nuclear Waste , 1987 .
[21] X. L. Li,et al. An overview of long-term HM measurements around HADES URF , 2006 .
[22] Lyesse Laloui,et al. Thermo-plasticity of clays: an isotropic yield mechanism , 2003 .
[23] W. Bastiaens,et al. Twenty-five years' geotechnical observation and testing in the Tertiary Boom Clay formation , 2007 .
[24] J. Mandel. Generalisation de la theorie de plasticite de W. T. Koiter , 1965 .
[25] T. Hueckel,et al. Effective stress and water pressure in saturated clays during heating–cooling cycles , 1992 .
[26] Robert Charlier,et al. Numerical modelling of coupled transient phenomena , 2001 .
[27] L. Laloui,et al. Modélisation du comportement thermo-hydro-mécanique des milieux poreux anélastiques , 1993 .
[28] S. Tacherifet,et al. Etude des comportements mécanique, thermo-mécanique et hydro-mécanique des argiles gonflantes et non gonflantes fortement compactées , 1997 .
[29] J. Cripps. The engineering geology of weak rock , 1993 .
[30] W Bastiaens,et al. Characterisation of induced discontinuities in the Boom Clay around the underground excavations (URF, Mol, Belgium) , 2004 .
[31] Akira Kobayashi,et al. Field experiment, results and THM behavior in the Kamaishi mine experiment , 2001 .
[32] Lyesse Laloui,et al. ACMEG-T: Soil Thermoplasticity Model , 2009 .
[33] Robert Charlier,et al. Thermo-hydro-mechanical coupling in clay barriers , 2002, Poromechanics.
[34] Yu-Jun Cui,et al. Suction effects in deep Boom Clay block samples , 2007 .