The role of microstructure in the incremental behavior of granular materials V. Magnanimo , N. Kumar and S. Luding MSM - University of Twente (NL)
Feb 23, 2016
The role of microstructure in the incremental behavior
of granular materials
V. Magnanimo, N. Kumar and S. LudingMSM - University of Twente (NL)
We observe the (often disastrous) MACROSCOPIC behaviorand we want to model it ….
….how is this related with the MICROSCOPIC structure?
Evolution of microstructure
[Behringer (Duke)]
Evolution of the microstructure
Inhomogeneity & anisotropy, instabilities & structures, rotations
[Luding (UT)]
Evolution of microstructure
Experimental background
Experimental background
Experimental background
Yang, Li and Yang (2008) Geotechnique 58(4) 237-248
Triaxial compression samples prepared with:
• dry deposition• moist tamping
ISOTROPIC SYSTEM
Coordination number: HISTORY of the sample
Magnanimo et al. (2008) EPL 81 34006
Elastic moduliWe apply (m = inf) an incremental strain eij and measure the variation instress sij after relaxation
Calvetti et al. (2003) Rivista Italiana di Geotecnica 3Magnanimo et al. (2008) EPL 81 34006 Sibille et al. (2009) EJECE 13(2) 187-201
Amplitude of the increment
Elastic moduli dependence on microstructure
G/B
Magnanimo et al. (2008) EPL 81 34006
ANISOTROPIC SYSTEMundrained biaxial test
O.I. Imole et al. KONA (2013), Kumar et al. Acta Mechanica (under review)
Shear Stress
Evolution of stress and fabricDeviatoric fabric
s dev
=√3
J 2s
F dev=
√3 J 2Fc
definition of fabric
We apply purely deviatoric perturbations along the path
Elastic moduli
Incremental elastic behavior
Small enough before any local rearrangement happens
How small is small?
Bulk modulus
Anisotropy modulus
Shear modulus
Theoretical predictionundrained cyclic biaxial test
Incremental elastic behavior
F dev=
√3 J 2Fc
Luding and Perdahcioglu CIT (2011), Magnanimo and Luding, Granular Matter (2011)
Simple constitutive model
Initial state: isotropic volume fraction 0.711
Shear Stress Deviatoric Fabric
Undrained biaxial test: calibration
Undrained CYCLIC biaxial test: prediction
Initial state: isotropic volume fraction 0.711
Shear Stress Deviatoric Fabric
Isobaric compression