A 3D bounding surface model for rockfill materials

[1]  Poul V. Lade,et al.  Effects of Particle Crushing in Stress Drop-Relaxation Experiments on Crushed Coral Sand , 2010 .

[2]  De’an Sun,et al.  The Cam-clay models revised by the SMP criterion , 1999 .

[3]  John P. Carter,et al.  Analysis of the compression of structured soils using the disturbed state concept , 2000 .

[4]  Cemal Basaran,et al.  Numerical algorithms and mesh dependence in the disturbed state concept , 1997 .

[5]  Poul V. Lade,et al.  Strain Rate, Creep, and Stress Drop-Creep Experiments on Crushed Coral Sand , 2009 .

[6]  Ken Been,et al.  A STATE PARAMETER FOR SANDS , 1985 .

[7]  Poul V. Lade,et al.  Time Effects Relate to Crushing in Sand , 2010 .

[8]  Leonard R. Herrmann,et al.  Bounding surface plasticity. II: application to isotropic cohesive soils , 1986 .

[9]  Yang-ping Yao,et al.  A unified constitutive model for both clay and sand with hardening parameter independent on stress path , 2008 .

[10]  Gao Yu.  Experimental study on particle breakage of rockfill and coarse aggregates , 2005 .

[11]  Yang-Ping Yao,et al.  Application of Lade's Criterion to Cam-Clay Model , 2000 .

[12]  G. Gudehus.  A COMPREHENSIVE CONSTITUTIVE EQUATION FOR GRANULAR MATERIALS , 1996 .

[13]  E. Bauer.  Hypoplastic modelling of moisture-sensitive weathered rockfill materials , 2009 .

[14]  Fred H. Kulhawy,et al.  Stresses and Movements in Oroville Dam , 1972 .

[15]  G. Mortara.  A new yield and failure criterion for geomaterials , 2008 .

[16]  Yannis F. Dafalias,et al.  Dilatancy for cohesionless soils , 2000 .

[17]  Li Han-long.  Study on shear dilatancy behaviors of rockfills in large-scale triaxial tests , 2008 .

[18]  D. Muir Wood,et al.  Strain softening and state parameter for sand modelling , 1994 .

[19]  Wei Wu,et al.  A simple hypoplastic constitutive model for sand , 1994 .

[20]  Chandra S. Desai,et al.  Parameter Optimization and Sensitivity Analysis for Disturbed State Constitutive Model , 2006 .

[21]  Wu Zhang,et al.  Computational aspects of disturbed state constitutive models , 1998 .

[22]  Yannis F. Dafalias,et al.  Plastic Internal Variables Formalism of Cyclic Plasticity , 1976 .

[23]  Andrew J. Whittle,et al.  Compression model for cohesionless soils , 1995 .

[24]  Eduardo Alonso,et al.  A model for rockfill compressibility , 2001 .

[25]  Hu Ping,et al.  Normal Consistent Arithmetic of Surface Based on Topology of Grid Edge , 2008 .

[26]  P. M. Byrne,et al.  Parameters for stress and deformation analysis of rockfill dams , 1993 .

[27]  Y. Yang,et al.  The middle surface concept and its application to the elasto-plastic behaviour of saturated sands , 2003 .

[28]  M. Weng,et al.  A constitutive model for gravelly soils considering shear-induced volumetric deformation , 2010 .

[29]  Tzou-Shin Ueng,et al.  Energy aspects of particle breakage in drained shear of sands , 2000 .

[30]  K. G. Sharma,et al.  Testing and Modeling Two Rockfill Materials , 2003 .

[31]  Jinting Xu.  Surface Reconstruction and Capacity Measurement of Rail Tankers Based on Scattered Points , 2010 .

[32]  Chandrakant S. Desai,et al.  Mechanics of Materials and Interfaces: The Disturbed State Concept , 2000 .

[33]  Lin Gao.  Dilatancy unified constitutive model for coarse granular aggregates incorporating particle breakage , 2009 .

[34]  D. Muir Wood,et al.  Severn-Trent sand: a kinematic hardening constitutive model for sands: the q-p formulation , 1999 .

[35]  T. M. Bodas Freitas,et al.  Particle breakage during shearing of a carbonate sand , 2004 .

[36]  Jean-Pierre Bardet,et al.  Bounding Surface Plasticity Model for Sands , 1986 .

[37]  Yannis F. Dafalias,et al.  Bounding Surface Plasticity. III: Application to Anisotropic Cohesive Soils , 1986 .

[38]  Zhi-Liang Wang,et al.  A two-parameter expression for failure surfaces , 2009 .

[39]  K. Roscoe,et al.  ON THE GENERALIZED STRESS-STRAIN BEHAVIOUR OF WET CLAY , 1968 .

[40]  Michael McVay,et al.  Cyclic Behavior of Pavement Base Materials , 1985 .

[41]  Leonard R. Herrmann,et al.  A Bounding Surface Plasticity Model for Concrete , 1985 .

[42]  K. G. Sharma,et al.  Constitutive Model for Rockfill Materials and Determination of Material Constants , 2006 .

[43]  Moon Kyum Kim,et al.  SINGLE HARDENING CONSTITUTIVE MODEL FOR SOIL, ROCK AND CONCRETE , 1995 .

[44]  B. Indraratna,et al.  A new elastoplastic constitutive model for coarse granular aggregates incorporating particle breakage , 2004 .

[45]  Toshinori Kawabata,et al.  Bounding Surface Model for Geosynthetic Reinforcements , 2001 .

[46]  Majid T. Manzari,et al.  A critical state two-surface plasticity model for sands , 1997 .

[47]  Hoe I. Ling,et al.  Unified Elastoplastic-Viscoplastic Bounding Surface Model of Geosynthetics and Its Applications to Geosynthetic Reinforced Soil-Retaining Wall Analysis , 2007 .

[48]  Hanlong Liu,et al.  A new elliptic-parabolic yield surface model revised by an adaptive criterion for granular soils , 2010 .

[49]  P. W. Rowe.  The stress-dilatancy relation for static equilibrium of an assembly of particles in contact , 1962, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[50]  Yannis F. Dafalias,et al.  SANISAND: Simple anisotropic sand plasticity model , 2008 .

[51]  Erich Bauer,et al.  CALIBRATION OF A COMPREHENSIVE HYPOPLASTIC MODEL FOR GRANULAR MATERIALS , 1996 .

[52]  A. Schofield,et al.  Yielding of Clays in States Wetter than Critical , 1963 .

[53]  Chandrakant S. Desai,et al.  Constitutive Model for (Geological) Materials , 1984 .

[54]  Zhi-Liang Wang,et al.  Bounding Surface Hypoplasticity Model for Sand , 1990 .

[55]  Chandra S. Desai,et al.  Implementation of DSC model and application for analysis of field pile tests under cyclic loading , 2000 .

[56]  Robert Y. Liang,et al.  Modified Cam-Clay model incorporating unified nonlinear strength criterion , 2011 .

[57]  Dimitrios Kolymbas,et al.  An outline of hypoplasticity , 1991, Archive of Applied Mechanics.

[58]  Nickolas J. Themelis,et al.  ANISOTROPIC ELASTOPLASTIC BOUNDING SURFACE MODEL FOR COHESIVE SOILS , 2002 .

[59]  Luis E. Vallejo,et al.  Modeling granular crushing in ring shear tests : Experimental and numerical analyses , 2006 .

[60]  Janos Toth,et al.  Disturbed state constitutive modeling based on stress-strain and nondestructive behavior , 1996 .

[61]  M. Bolton.  THE STRENGTH AND DILATANCY OF SANDS , 1986 .

[62]  Mike Jefferies,et al.  NOR-SAND: A SIMPLE CRITICAL STATE MODEL FOR SAND , 1993 .

[63]  Chandrakant S. Desai,et al.  A hierarchical approach for constitutive modelling of geologic materials , 1986 .

[64]  P. Guo,et al.  Drained Cyclic Behavior of Sand with Fabric Dependence , 2001 .

[65]  Yao Yang-ping,et al.  Generalized non-linear strength theory and transformed stress space , 2004 .

[66]  Huang Wen-xiong,et al.  A study of mechanical behavior of rock-fill materials with reference to particle crushing , 2007 .

[67]  Eduardo Alonso,et al.  A CONSTITUTIVE MODEL FOR CRUSHED GRANULAR AGGREGATES WHICH INCLUDES SUCTION EFFECTS , 2003 .