Premium
Viscous behaviour of dry sand
Author(s) -
Pham Van Bang D.,
Di Benedetto H.,
Duttine A.,
Ezaoui A.
Publication year - 2007
Publication title -
international journal for numerical and analytical methods in geomechanics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.419
H-Index - 91
eISSN - 1096-9853
pISSN - 0363-9061
DOI - 10.1002/nag.606
Subject(s) - creep , geotechnical engineering , mechanics , strain rate , stress (linguistics) , viscous liquid , stress relaxation , relaxation (psychology) , geology , materials science , physics , composite material , psychology , social psychology , linguistics , philosophy
Tests on air‐dried Hostun sand were performed on a newly developed triaxial apparatus, which allows static and dynamic measurements at ‘Département Génie Civil et Bâtiment’ (DGCB) of ENTPE. The prototype was designed to perform tests in order to investigate the viscous effects of sand from small strain (some 10 −5 m/m)up to intermediate strain (some 10 −3 m/m). The accuracy of the measuring system is ensured by the use of local non‐contact displacements transducers and by the use of an internal load cell. The viscous behaviour of sand is experimentally studied for loose and dense specimens for confining pressure values from 80 up to 400 kPa and considering different histories of loading. Three types of viscous loading: creep periods; stress relaxation periods; and paths with stepwise changes in the strain rate are specifically analysed. The proposed viscous modelling is issued from a three‐component general framework and is able to reproduce the experimental observations. More specifically, the peculiar behaviour of sand observed during a stepwise increase or decrease in the strain rate is detailed and modelled by the viscous evanescent (VE) model, developed at DGCB/ENTPE. Based on the three types of viscous tests, a simple relation is finally proposed for the viscous parameters of the VE model. Comparisons between data and simulations validate the approach. Copyright © 2007 John Wiley & Sons, Ltd.