Thermal–hydraulic–mechanical (THM) behaviour of a large-scale in situ heating experiment during cooling and dismantling

A geological disposal facility for high-level radioactive waste (HLW) encompasses both natural (host rock) and (generally clay-based) engineered barriers. Many processes can influence, either posit...

[1]  Antonio Gens,et al.  THM analysis of a large‐scale heating test incorporating material fabric changes , 2012 .

[2]  Alberto Ledesma,et al.  Coupled Thermohydromechanical Modeling of the Full-Scale In Situ Test “Prototype Repository” , 2009 .

[3]  Hywel Rhys Thomas,et al.  The coupled thermal-hydraulic-mechanical behaviour of a large-scale in situ heating experiment , 2009 .

[4]  J. M. Barcala,et al.  Large scale buffer material test: Mock-up experiment at CIEMAT , 2005 .

[5]  Antonio Gens,et al.  A double structure generalized plasticity model for expansive materials , 2005 .

[6]  Antonio Gens,et al.  Coupled thermal-hydrological-mechanical analyses of the Yucca Mountain Drift Scale Test - Comparison of field measurements to predictions of four different numerical models , 2004 .

[7]  Mary C. Hill,et al.  A new tracer‐density criterion for heterogeneous porous media , 2001 .

[8]  Lidija Zdravković,et al.  Finite Element Analysis in Geotechnical Engineering: Theory , 1999 .

[9]  Antonio Gens,et al.  Mechanical behaviour of heavily compacted bentonite under high suction changes , 2003 .

[10]  Benjamin Koch,et al.  Black Holes and Running Couplings: A Comparison of Two Complementary Approaches , 2013, 1311.1121.

[11]  A. Gens,et al.  Nonisothermal multiphase flow of brine and gas through saline media , 1994 .

[12]  Antonio Gens,et al.  Modern issues in non-saturated soils , 1995 .

[13]  J. Carrera,et al.  Numerical formulation for a simulator (CODE_BRIGHT) for the coupled analysis of saline media , 1996 .

[14]  Sebastià Olivella,et al.  Analysis of a full scale in situ test simulating repository conditions , 1998 .

[15]  R. Pusch,et al.  Physico/chemical stability of smectite clays , 1996 .

[16]  Antonio Gens,et al.  Soil–environment interactions in geotechnical engineering , 2010 .

[17]  T. Hughes.  Generalization of selective integration procedures to anisotropic and nonlinear media , 1980 .

[18]  Hywel Rhys Thomas,et al.  Water infiltration into a large-scale in-situ experiment in an underground research laboratory , 2003 .

[19]  James Graham,et al.  Two large-scale sealing tests conducted at Atomic Energy of Canada's underground research laboratory: the buffer-container experiment and the isothermal test , 2002 .

[20]  James Blatz,et al.  Evaluation of the influence of boundary confinement on the behaviour of unsaturated swelling clay soils , 2009 .

[21]  C. Gatabin,et al.  Bentonite THM behaviour at high temperatures: experimental and numerical analysis , 2009 .

[22]  Antonio Gens,et al.  A full-scale in situ heating test for high-level nuclear waste disposal: observations, analysis and interpretation , 2009 .

[23]  Antonio Gens,et al.  Implementation algorithm of a generalised plasticity model for swelling clays , 2008 .

[24]  Antonio Gens,et al.  A large-scale in situ demonstration test for repository sealing in argillaceous host rock: the RESEAL project , 2002 .

[25]  Antonio Gens,et al.  A constitutive model for partially saturated soils , 1990 .

[26]  Svensk Kärnbränslehantering Ab,et al.  Äspö Hard Rock Laboratory , 2006 .

[27]  M. Villar,et al.  Analysis of the Expansive Clay Hydration under Low Hydraulic Gradient , 2007 .

[28]  Hywel Rhys Thomas,et al.  Analysis of coupled heat, moisture and air transfer in a deformable unsaturated soil , 1995 .