Energy dissipation in soil samples during drained triaxial shearing
File(s)2017_Hanley_et_al_Geotechnique.pdf (1.62 MB)
Accepted version
Author(s)
Hanley, KJ
Huang, X
O'Sullivan, C
Type
Journal Article
Abstract
The discrete-element method was used to simulate drained triaxial compression of large-scale, polydisperse numerical samples at a range of void ratios while tracing all relevant energy components. The frictional dissipation and boundary work are almost equal regardless of sample density. The volumetric work reaches a steady value at large strain. However, the distortional work increases continually as sample deformation continues post-critical state. There is a preferential orientation for frictional dissipation at around 45° to the major principal stress direction. This matches the orientation at which there is the largest number of sliding contacts. The work equations, which are fundamental in most commonly used constitutive models, are linear when plotted against deviatoric strain. The modified Cam Clay work equation substantially over-predicts the frictional dissipation for dense samples. An alternative, thermodynamically consistent work equation gives a much better description of frictional dissipation and is therefore recommended to ensure accuracy in modelling.
Date Issued
2018-04-09
Date Acceptance
2017-07-12
Citation
Geotechnique, 2018, 68 (5), pp.421-433
ISSN
1751-7656
Publisher
Thomas Telford (ICE Publishing)
Start Page
421
End Page
433
Journal / Book Title
Geotechnique
Volume
68
Issue
5
Copyright Statement
© 2017 Thomas Telford Ltd. Original article available at https://dx.doi.org/10.1680/jgeot.16.P.317. Permission is granted by ICE Publishing to print one copy for personal use. Any other use of these PDF files is subject to reprint fees.
Subjects
Science & Technology
Technology
Engineering, Geological
Engineering
constitutive relations
discrete-element modelling
friction
numerical modelling
particle-scale behaviour
sands
GRANULAR-MATERIALS
DEM
MODEL
SIMULATIONS
SAND
LIQUEFACTION
DEFORMATION
BEHAVIOR
PLASTICITY
DILATANCY
0905 Civil Engineering
Geological & Geomatics Engineering
Publication Status
Published
Date Publish Online
2017-08-29