Numerical study of shear band instability and effect of cavitation on the response of a specimen under undrained biaxial loading
暂无分享,去创建一个
[1] Lyesse Laloui,et al. Thermo-hydro-mechanical simulation of Atlas in situ large-scale test in Boom clay , 2009 .
[2] Robert Charlier,et al. A finite element method for poro mechanical modelling of geotechnical problems using local second gradient models , 2006 .
[3] Jean-Herve Prevost,et al. Dynamic Strain Localization in Fluid‐Saturated Porous Media , 1991 .
[4] Z. Bažant,et al. Nonlocal damage theory , 1987 .
[5] J. Rice. Localization of plastic deformation , 1976 .
[6] G. Viggiani,et al. An experimental investigation of the relationships between grain size distribution and shear banding in sand , 2001 .
[7] Frédéric Collin,et al. SWITCHING DEFORMATION MODES IN POST-LOCALIZATION SOLUTIONS WITH A QUASIBRITTLE MATERIAL , 2006 .
[8] D. Fredlund,et al. Soil Mechanics for Unsaturated Soils , 1993 .
[9] P. Germain,et al. The Method of Virtual Power in Continuum Mechanics. Part 2: Microstructure , 1973 .
[10] R. O. Davis,et al. DILATION-INDUCED PORE FLUID CAVITATION IN SANDS , 1997 .
[11] J. Z. Zhu,et al. The finite element method , 1977 .
[12] R. D. Mindlin. Micro-structure in linear elasticity , 1964 .
[13] Fernando A. M. Marinho. Nature of Soil-Water Characteristic Curve for Plastic Soils , 2005 .
[14] W. Bastiaens,et al. Twenty-five years' geotechnical observation and testing in the Tertiary Boom Clay formation , 2007 .
[15] Olivier Buzzi,et al. New insight into cavitation mechanisms in high-capacity tensiometers based on high-speed photography , 2013 .
[16] René Chambon,et al. A strain space gradient plasticity theory for finite strain , 2004 .
[17] R. Chambon,et al. Shear softening and localization: Modelling the evolution of the width of the shear zone , 2008 .
[18] Pierre Gerard,et al. Influence of evaporation and seepage on the convergence of a ventilated cavity , 2008 .
[19] Athanasios Scarpas,et al. Numerical Modeling of the Influence of Water Suction on the Formation of Strain Localization in Saturated Sand , 2005 .
[20] R. D. Mindlin. Second gradient of strain and surface-tension in linear elasticity , 1965 .
[21] Bernard Schrefler,et al. A multiphase medium model for localisation and postlocalisation simulation in geomaterials , 1996 .
[22] René Chambon,et al. Plastic continuum with microstructure, Local Second Gradient Theories for Geomaterials : Localization Studies , 2001 .
[23] Andrea Rinaldo,et al. Sea level rise, hydrologic runoff, and the flooding of Venice , 2008 .
[24] D. Caillerie,et al. One-dimensional localisation studied with a second grade model , 1998 .
[25] Jacques Desrues,et al. Strain localization measurements in undrained plane-strain biaxial tests on Hostun RF sand , 1999 .
[26] K. Runesson,et al. Effect of pore fluid compressibility on localization in elastic-plastic porous solids under undrained conditions , 1996 .
[27] K. Runesson,et al. Embedded localization band in undrained soil based on regularized strong discontinuity theory and FE-analysis , 1996 .
[28] Johan Blaauwendraad,et al. Numerical modelling of nonlinear response of soil. Part 2: Strain localization investigation on sand , 2005 .
[29] René Chambon,et al. Large strain finite element analysis of a local second gradient model: application to localization , 2002 .
[30] René Chambon,et al. Loss of uniqueness of numerical solutions of the borehole problem modelled with enhanced media , 2009 .