ISA: A constitutive model for deposited sand

The mechanical behavior of dry and saturated sands not only depend on the current void ratio and effective stress but also on their deposition method. This latter can be reproduced in the laboratory by considering samples with different preparation methods. In this work, an extension to an existing constitutive model for sands is presented to account the inherent fabric effects. The reference constitutive model corresponds to the ISA (Intergranular Strain Anistropy) model, which has been recently proposed to simulate sandy materials under static and dynamic analysis. The formulation of the inherent fabric assumes an initial isotropic structure typical of sands with predominant round shaped particles. Some simulations with the Karlsruhe fine sand are at the end analyzed considering two different preparation methods.

[1]  Yannis F. Dafalias,et al.  Plasticity model for sand under small and large cyclic strains , 2001 .

[2]  P. V. Wolffersdorff,et al.  A hypoplastic relation for granular materials with a predefined limit state surface , 1996 .

[3]  Yannis F. Dafalias,et al.  Anisotropic Critical State Theory: Role of Fabric , 2012 .

[4]  Yannis F. Dafalias,et al.  A critical state sand plasticity model accounting for fabric evolution , 2014 .

[5]  I. Herle,et al.  Hypoplastic model for cohesionless soils with elastic strain range , 1997 .

[6]  J. Tejchman,et al.  FE-studies on Shear Localization in an Anistropic Micro-polar Hypoplastic Granular Material , 2006 .

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

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

[9]  Majid T. Manzari,et al.  SIMPLE PLASTICITY SAND MODEL ACCOUNTING FOR FABRIC CHANGE EFFECTS , 2004 .

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

[11]  Yannis F. Dafalias,et al.  Sand Plasticity Model Accounting for Inherent Fabric Anisotropy , 2004 .

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

[13]  Xia Li,et al.  Micro-Macro Quantification of the Internal Structure of Granular Materials , 2009 .

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

[15]  Theodoros Triantafyllidis Numerical Modelling of Construction Processes in Geotechnical Engineering for Urban Environment : Proceedings of the International Conference on Numerical Simulation of Construction Processes in Geotechnical Engineering for Urban Environment, 23-24 March 2006, Bochum, Germany , 2006 .

[16]  Konstantinos I. Andrianopoulos,et al.  Bounding surface plasticity model for the seismic liquefaction analysis of geostructures , 2010 .

[17]  T. Triantafyllidis,et al.  Hypoplastic model for sands with loading surface , 2012 .