On the applicability of cross-anisotropic elasticity to granular materials at very small strains

The paper examines the validity of assuming that granular material behaviour can be considered as cross-anisotropic, linear elastic, within a kinematic ‘kernel’ yield surface that is dragged throug...

[1]  Lidija Zdravković,et al.  Some anisotropic stiffness characteristics of a silt under general stress conditions , 1997 .

[2]  M. Arroyo.  Pulse tests in soil samples , 2001 .

[3]  Fumio Tatsuoka,et al.  Measuring anisotropic elastic properties of sand using a large triaxial specimen , 1996 .

[4]  Matthew Richard Coop,et al.  THE MEASUREMENT OF LOCAL AXIAL STRAINS IN TRIAXIAL TESTS USING LVDTS , 1997 .

[5]  M. L. Lings,et al.  Anisotropic stiffness parameters and their measurement in a stiff natural clay , 2000 .

[6]  K. Stokoe,et al.  EFFECTS OF VARIOUS PARAMETERS ON THE STIFFNESS AND DAMPING OF SOILS AT SMALL TO MEDIUM STRAINS , 1995 .

[7]  Richard J. Jardine,et al.  ANISOTROPIC STIFFNESS MEASUREMENTS IN A STRESS-PATH TRIAXIAL CELL , 2000 .

[8]  R. Jardine,et al.  On measuring creep behaviour in granular materials through triaxial testing , 2002 .

[9]  Abir Al-Tabbaa,et al.  AN EXPERIMENTALLY BASED "BUBBLE" MODEL FOR CLAY. NUMERICAL MODELS IN GEOMECHANICS. NUMOG III. PROCEEDINGS OF THE 3RD INTERNATIONAL SYMPOSIUM HELD AT NIAGARA FALLS, CANADA, 8-11 MAY 1989 , 1989 .

[10]  A. Love.  A treatise on the mathematical theory of elasticity , 1892 .

[11]  F. E. Richart,et al.  Elastic Wave Velocities in Granular Soils , 1963 .

[12]  Takeshi Kodaka,et al.  Modelling the non-linear deformation properties of stiff geomaterials , 1997 .

[13]  Ricardo Dobry,et al.  DISCRETE MODELLING OF STRESS‐STRAIN BEHAVIOUR OF GRANULAR MEDIA AT SMALL AND LARGE STRAINS , 1992 .

[14]  S. E. Stallebrass,et al.  The development and evaluation of a constitutive model for the prediction of ground movements in overconsolidated clay , 1997 .

[15]  Abir Al-Tabbaa,et al.  An experimentally based "bubble' model for clay , 1989 .

[16]  D. Wood,et al.  Source near-field effects and pulse tests in soil samples , 2003 .

[17]  B. Simpson,et al.  Retaining structures: displacement and design , 1992 .

[18]  Michele Jamiolkowski,et al.  Anisotropy of small strain stiffness in Ticino sand , 1996 .

[19]  Matthew Richard Coop,et al.  Objective criteria for determining G(max) from bender element tests , 1996 .

[20]  C.R.I. Clayton,et al.  Stiffness of geomaterials at very small strains , 2001 .

[21]  Vincenzo Fioravante,et al.  ANISOTROPY OF SMALL STRAIN STIFFNESS OF TICINO AND KENYA SANDS FROM SEISMIC WAVE PROPAGATION MEASURED IN TRIAXIAL TESTING , 2000 .

[22]  J. H. Atkinson,et al.  Interpretation of bender element tests , 1995 .

[23]  R. Jardine.  Some Observations on the Kinematic Nature of Soil Stiffness , 1992 .

[24]  R J Jardine,et al.  ONE PERSPECTIVE OF THE PRE-FAILURE DEFORMATION CHARACTERISTICS OF SOME GEOMATERIALS , 1995 .

[25]  F. Tatsuoka,et al.  Stiffness of hard soils and soft rocks in engineering applications, Keynote Lecture , 1995 .

[26]  Renato Lancellotta,et al.  REMARKS ON THE STIFFNESS AT SMALL STRAINS OF SIX ITALIAN CLAYS , 1995 .

[27]  D. Muir Wood,et al.  An estimate of uncertainty in current laboratory pulse test practice , 2003 .

[28]  D. Muir Wood,et al.  Numerical modelling of scale effects in bender-based pulse tests , 2002 .

[29]  Agustín Udías,et al.  Principles of Seismology , 2000 .

[30]  S. Roesler.  Anisotropic Shear Modulus due to Stress Anisotropy , 1979 .

[31]  Fumio Tatsuoka,et al.  Inherent and stress-state-induced anisotropy in very small strain stiffness of a sandy gravel , 1997 .

[32]  F. E. Richart,et al.  Stress Ratio Effects on Shear Modulus of Dry Sands , 1984 .

[33]  F. Tatsuoka,et al.  Deformation characteristics of soils and rocks from field and laboratory tests, Keynote Lecture , 1992 .

[34]  Esad Porovic,et al.  Investigations of soil behaviour using a resonant-column torsional-shear hollow-cylinder apparatus , 1995 .

[35]  K. Stokoe,et al.  Measurement of Shear Waves in Laboratory Specimens by Means of Piezoelectric Transducers , 1996 .

[36]  Q. Zheng.  On the Roles of Initial and Induced Anisotropies , 1995 .