Constitutive modelling of unsaturated soils: discussion of fundamental principles

[1]  C. Ng,et al.  The axis-translation and osmotic techniques in shear testing of unsaturated soils : A comparison , 2007 .

[2]  Wojciech Tomasz Sołowski,et al.  Explicit stress integration with error control for the Barcelona Basic Model. Part II: Algorithms efficiency and accuracy , 2010 .

[3]  Anh Minh Tang,et al.  Compression-induced suction change in a compacted expansive clay , 2008 .

[4]  Hongwu Zhang,et al.  Implicit integration of a chemo‐plastic constitutive model for partially saturated soils , 2008 .

[5]  Nabil Sultan,et al.  A thermomechanical model for saturated clays , 2000 .

[6]  L. Guimarães,et al.  Developments in modelling the generalised behaviour of unsaturated soils , 2008 .

[7]  In Mo Lee,et al.  Effect of stress state on the unsaturated shear strength of a weathered granite , 2005 .

[8]  Antonio Gens,et al.  A stress point algorithm for an elastoplastic model in unsaturated soils , 2000 .

[9]  Serge Leroueil,et al.  Insight into shear strength functions of unsaturated granulates by DEM analyses , 2004 .

[10]  Antonio Gens,et al.  On constitutive modelling of unsaturated soils , 2006 .

[11]  Minna Karstunen,et al.  Comments on use of the Barcelona Basic Model for unsaturated soils , 2002 .

[12]  David Mašín,et al.  Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils , 2010 .

[13]  Y. Cui,et al.  Yielding and plastic behaviour of an unsaturated compacted silt , 1996 .

[14]  J. Vaunat,et al.  Experimental study of the influence of suction on the residual friction angle of clays , 2008 .

[15]  Antonio Gens,et al.  A framework for the behaviour of unsaturated expansive clays , 1992 .

[16]  Lyesse Laloui,et al.  On the use of the generalised effective stress in the constitutive modelling of unsaturated soils , 2009 .

[17]  Antonio Gens Solé Some issues in constitutive modelling of unsaturated soils , 2009 .

[18]  Henry Wong,et al.  An unsaturated soil model with minimal number of parameters based on bounding surface plasticity , 2009 .

[19]  Eduardo Alonso,et al.  Microstructural deformation mechanisms of unsaturated granular soils , 2002 .

[20]  O. C. Zienkiewicz,et al.  Generalized plasticity and the modelling of soil behaviour , 1990 .

[21]  Delwyn G. Fredlund,et al.  The relationship of the unsaturated soil shear strength to the soil-water characteristic curve , 1996 .

[22]  X. S. Li,et al.  Thermodynamics-based constitutive framework for unsaturated soils. 1: Theory , 2007 .

[23]  K. Katti,et al.  Molecular modeling of the mechanical behavior and interactions in dry and slightly hydrated sodium montmorillonite interlayer , 2007 .

[24]  S. Wheeler,et al.  Generalised elasto-plastic stress-strain and modified suction-degree of saturation relations of a fully coupled model , 2009 .

[25]  Hywel Rhys Thomas,et al.  Inclusion of Some Aspects of Chemical Behavior of Unsaturated Soil in Thermo/Hydro/Chemical/Mechanical Models. II: Application and Transport of Soluble Salts in Compacted Bentonite , 2007 .

[26]  Yan Liu,et al.  Work and energy equations and the principle of generalized effective stress for unsaturated soils , 2009 .

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

[28]  Antonio Gens,et al.  Unsaturated soils: From constitutive modelling to numerical algorithms , 2008 .

[29]  Antonio Gens,et al.  Finite element formulation and algorithms for unsaturated soils. Part I: Theory , 2003 .

[30]  Giuseppe Buscarnera,et al.  An elastoplastic strainhardening model for soil allowing for hydraulic bonding–debonding effects , 2009 .

[31]  Simon J. Wheeler,et al.  An elasto-plastic critical state framework for unsaturated soil , 1995 .

[32]  Antonio Gens,et al.  Finite element formulation and algorithms for unsaturated soils. Part II: Verification and application , 2003 .

[33]  De’an Sun,et al.  AN ELASTO-PLASTIC MODEL FOR UNSATURATED SOIL IN THREE-DIMENSIONAL STRESSES , 2000 .

[34]  Lidija Zdravković,et al.  Three-Dimensional Constitutive Model for Partially and Fully Saturated Soils , 2005 .

[35]  Scott W. Sloan,et al.  Elastoplastic modelling of hydraulic and stress-strain behaviour of unsaturated soils , 2007 .

[36]  Nasser Khalili,et al.  A hypoplastic model for mechanical response of unsaturated soils , 2008 .

[37]  Raffaella Santagiuliana,et al.  Enhancing the Bolzon–Schrefler–Zienkiewicz Constitutive Model for Partially Saturated Soil , 2006 .

[38]  A. Gens,et al.  A constitutive model for unsaturated soils: thermomechanical and computational aspects , 2004 .

[39]  D. Fredlund,et al.  Elasto-plastic modelling of unsaturated soils: an overview , 2008 .

[40]  Sayuri Kimoto,et al.  A chemo-thermo-mechanically coupled numerical simulation of the subsurface ground deformations due to methane hydrate dissociation , 2007 .

[41]  A. Gens,et al.  An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour , 2003 .

[42]  Nasser Khalili,et al.  A fully coupled flow deformation model for cyclic analysis of unsaturated soils including hydraulic and mechanical hystereses , 2008 .

[43]  Cristina Jommi,et al.  An insight into the role of hydraulic history on the volume changes of anisotropic clayey soils , 2008 .

[44]  David G. Toll,et al.  A framework for unsaturated soil behaviour , 1990 .

[45]  John Burland,et al.  The mechanical behaviour of a reconstituted unsaturated silty clay , 2003 .

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

[47]  G. Miller,et al.  Effects of soil skeleton deformations on hysteretic soil water characteristic curves: Experiments and simulations , 2008 .

[48]  DEGRADATION OF COMPACTED MARLS: A MICROSTRUCTURAL INVESTIGATION , 2009 .

[49]  D. E. Pufahl,et al.  Model for the prediction of shear strength with respect to soil suction , 1996 .

[50]  Robert L. Lytton,et al.  Modified state-surface approach to the study of unsaturated soil behavior. Part II: General formulation , 2009 .

[51]  Antonio Gens,et al.  Modelling the mechanical behaviour of expansive clays , 1999 .

[52]  Jean Vaunat,et al.  Revisiting the thermodynamics of hardening plasticity for unsaturated soils , 2010, 1010.2598.

[53]  J. Pereira Insights into the links between microstructure and Bishop ’ s χ parameter for unsaturated soils , 2010 .

[54]  Nasser Khalili,et al.  A unified bounding surface plasticity model for unsaturated soils , 2006 .

[55]  Arunasalam Raveendiraraj,et al.  Coupling of mechanical behaviour and water retention behaviour in unsaturated soils , 2009 .

[56]  Lyesse Laloui,et al.  Advances in modelling hysteretic water retention curve in deformable soils , 2008 .

[57]  Laureano R. Hoyos,et al.  Implicit Algorithm for Modeling Unsaturated Soil Response in Three-Invariant Stress Space , 2008 .

[58]  Yu-Jun Cui,et al.  A constitutive model for unsaturated cemented soils under cyclic loading , 2008, 0810.4454.

[59]  Lyesse Laloui,et al.  Thermodynamically based mixture models of saturated and unsaturated soils , 1999 .

[60]  Daichao Sheng,et al.  Coupling hydraulic with mechanical models for unsaturated soils , 2011 .

[61]  Antonio Gens,et al.  Water permeability, water retention and microstructure of unsaturated compacted Boom clay , 1999 .

[62]  S. Sloan,et al.  Refined explicit integration of elastoplastic models with automatic error control , 2001 .

[63]  I. Shahrour,et al.  Numerical model for unsaturated sandy soils under cyclic loading: Application to liquefaction , 2009 .

[64]  Charles Wang Wai Ng,et al.  Influence of Stress State on Soil-Water Characteristics and Slope Stability , 2000 .

[65]  D. Sheng,et al.  Yield stress, volume change, and shear strength behaviour of unsaturated soils: validation of the SFG model , 2009 .

[66]  Simon J. Wheeler,et al.  Inclusion of specific water volume within an elasto-plastic model for unsaturated soil , 1996 .

[67]  Bruno Chareyre,et al.  On the capillary stress tensor in wet granular materials , 2009, 1105.1013.

[68]  S. Wheeler,et al.  An anisotropic elasto-plastic model for unsaturated soils , 2008 .

[69]  Rafael Baker,et al.  Unsaturated soil mechanics: Critical review of physical foundations , 2009 .

[70]  Patrick Dangla,et al.  Adaptation of existing behaviour models to unsaturated states: application to CJS model , 2005 .

[71]  Alessandro Tarantino,et al.  A water retention model for deformable soils , 2009 .

[72]  D. Fredlund,et al.  Equations for the soil-water characteristic curve , 1994 .

[73]  David G. Toll,et al.  Critical-state parameters for an unsaturated residual sandy clay , 2003 .

[74]  L. Miao,et al.  Relationship between soil structure and mechanical behavior for an expansive unsaturated clay , 2007 .

[75]  D. Fredlund,et al.  The shear strength of unsaturated soils , 1978 .

[76]  Harianto Rahardjo,et al.  Critical State Behavior of a Compacted Silt Specimen , 2007 .

[77]  Simon J. Wheeler,et al.  Influence of compaction procedure on the mechanical behaviour of an unsaturated compacted clay, Part 1: Wetting and Isotropic Compression , 2000 .

[78]  N. Khalili,et al.  A unique relationship for χ for the determination of the shear strength of unsaturated soils , 1998 .

[79]  Daichao Sheng Non-convexity of the Barcelona Basic Model } Comment on S. J. Wheeler, D. Gallipoli and M. Karstunen (2002;26:1561-1571) , 2003 .

[80]  O. C. Zienkiewicz,et al.  Elastoplastic soil constitutive laws generalized to partially saturated states , 1996 .

[81]  Cristina Jommi,et al.  Remarks on the constitutive modelling of unsaturated soils , 2000 .

[82]  D. Gallipoli,et al.  Effect of anisotropy on the prediction of unsaturated soil response under triaxial and oedometric conditions , 2010 .

[83]  Scott W. Sloan,et al.  Stress update algorithm for elastoplastic models with nonconvex yield surfaces , 2008 .

[84]  Minna Karstunen,et al.  Modelling the variation of degree of saturation in a deformable unsaturated soil , 2003 .

[85]  A Gens,et al.  CONSTITUTIVE MODELLING: APPLICATION TO COMPACTED SOILS , 1996 .

[86]  R. Chaney,et al.  DETERMINATION OF SHEAR STRENGTH PARAMETERS OF UNSATURATED SILTS AND SANDS BASED ON THE WATER RETENTION CURVE , 1997 .

[87]  William G. Gray,et al.  Thermodynamic approach to effective stress in partially saturated porous media , 2001 .

[88]  Chloé Arson,et al.  On damage modelling in unsaturated clay rocks , 2008 .

[89]  A. Gens,et al.  Coupled Thermo-Hydro-Mechanical and Chemical Analysis of Expansive Clay Subjected to Heating and Hydration , 2007 .

[90]  T. M. Thu,et al.  Elastoplastic model for unsaturated soil with incorporation of the soil-water characteristic curve , 2007 .

[91]  Yannis F. Dafalias,et al.  BOUNDING SURFACE PLASTICITY, I: MATHEMATICAL FOUNDATION AND HYPOPLASTICITY , 1986 .

[92]  E. L. Matyas,et al.  Volume Change Characteristics of Partially Saturated Soils , 1968 .

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

[94]  Scott W. Sloan,et al.  Elastoplastic prediction of hydro-mechanical behaviour of unsaturated soils under undrained conditions , 2008 .

[95]  Alessandro Gajo,et al.  Chemo-mechanical coupling in saturated porous media: elastic–plastic behaviour of homoionic expansive clays , 2002 .

[96]  Charles Wang Wai Ng,et al.  BEHAVIOR OF A LOOSELY COMPACTED UNSATURATED VOLCANIC SOIL , 2001 .

[97]  Eduardo Alonso,et al.  Theoretical investigation of the time-dependent behaviour of rockfill , 2007 .

[98]  Sai K. Vanapalli,et al.  THE INFLUENCE OF SOIL STRUCTURE AND STRESS HISTORY ON THE SOIL-WATER CHARACTERISTICS OF A COMPACTED TILL , 1999 .

[99]  Lyesse Laloui,et al.  Effective stress concept in unsaturated soils: Clarification and validation of a unified framework , 2008 .

[100]  Alessandro Tarantino,et al.  Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay , 2005 .

[101]  Simon J. Wheeler,et al.  Coupling of hydraulic hysteresis and stress–strain behaviour in unsaturated soils , 2003 .

[102]  John Burland,et al.  Limitations to the Use of Effective Stresses in Partly Saturated Soils , 1962 .

[103]  Tsuyoshi Miyazaki,et al.  THEORETICAL ASPECTS OF CONSTITUTIVE MODELLING FOR UNSATURATED SOILS , 1993 .

[104]  Wojciech Tomasz Sołowski,et al.  Explicit stress integration with error control for the Barcelona Basic Model: Part I: Algorithms formulations , 2010 .

[105]  Nasser Khalili,et al.  An effective stress elastic–plastic model for unsaturated porous media , 2002 .

[106]  Antonio Gens Solé,et al.  Evaluation of a constitutive model for unsaturated soils: stress variables and numerical implementation , 2010 .

[107]  Daichao Sheng,et al.  Stress path dependency and non-convexity of unsaturated soil models | NOVA. The University of Newcastle's Digital Repository , 2008 .

[108]  Olivier Buzzi,et al.  The place of expansive clays in the framework of unsaturated soil mechanics. , 2009 .

[109]  Van Genuchten,et al.  A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .

[110]  A. Bishop,et al.  Some Aspects of Effective Stress in Saturated and Partly Saturated Soils , 1963 .

[111]  Eduardo Rojas,et al.  Equivalent Stress Equation for Unsaturated Soils. I: Equivalent Stress , 2008 .

[112]  Scott W. Sloan,et al.  A density‐dependent elastoplastic hydro‐mechanical model for unsaturated compacted soils , 2007 .

[113]  A. Gens,et al.  Modelling unsaturated soil behaviour during normal consolidation and at critical state , 2008 .

[114]  Li Xiang,et al.  An Elastoplastic Hydro-mechanical Model for Unsaturated Soils , 2007, International Conference on Computational Science.

[115]  R. Kohler,et al.  A cap model for partially saturated soils , 2008 .

[116]  Antonio Gens,et al.  Reply to the discussion by Zhang and Lytton on 'A new modelling approach for unsaturated soils using independent stress variables' , 2008 .

[117]  Antonio Gens,et al.  A new modelling approach for unsaturated soils using independent stress variables , 2008 .

[118]  R. Uzuoka,et al.  Liquefaction of Unsaturated Sand Considering the Pore Air Pressure and Volume Compressibility of the Soil Particle Skeleton , 2008 .

[119]  Ronaldo I. Borja,et al.  Cam-Clay plasticity. Part V: A mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media , 2004 .

[120]  V. De Gennaro,et al.  On the time-dependent behaviour of unsaturated geomaterials , 2010 .

[121]  Daichao Sheng,et al.  A Three-Dimensional Elastoplastic Model for Unsaturated Compacted Soils with Hydraulic Hysteresis , 2007 .