Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/104404
Citations
Scopus Web of Science® Altmetric
?
?
Type: Journal article
Title: Discrete element simulation of dynamic behaviour of partially saturated sand
Author: Flores-Johnson, E.
Wang, S.
Maggi, F.
El Zein, A.
Gan, Y.
Nguyen, G.
Shen, L.
Citation: International Journal of Mechanics and Materials in Design, 2016; 12(4):495-507
Publisher: Springer
Issue Date: 2016
ISSN: 1569-1713
1573-8841
Statement of
Responsibility: 
E.A. Flores-Johnson, S. Wang, F. Maggi, A. El Zein, Y. Gan, G.D. Nguyen, Luming Shen
Abstract: The discrete element method (DEM) together with the finite element method (FEM) in LS-DYNA was employed to investigate the dynamic behaviour of sand under impact loading. In this approach, the partially saturated sand was modelled in DEM with capillary forces being taken into account through an implicit capillary contact model, while other solids were simulated using FEM. A slump test was first performed with dry sand to calibrate the contact parameters in DEM. Low velocity impact tests were then conducted to investigate the effect of water saturation on the shape and height of sand piles after impact, and to validate the simulations. It was found in the experiments that an increasing water saturation (in the range between 10 and 30 %) affected the height of sand pile for a given drop height due to an increasing cohesion between particles. The simulations captured the experimental ejecta patterns and sand pile height. Finally, a low confinement split Hopkinson pressure bar test from earlier literature was modelled; the DEM–FEM simulations could reproduce the trends of experimentally observed stress–strain curves of partially saturated sand under high strain rate loading, indicating that it was feasible to model dynamic behaviour of dry and wet sand with low saturation (<20 %) in LS-DYNA; however, a number of questions remain open about the effect of grain shape, grain crushing and viscosity.
Keywords: Partially saturated sand; impact; capillary force; discrete element method; DEM-FEM simulation; LS-DYNA
Rights: © Springer Science+Business Media Dordrecht 2016
RMID: 0030054671
DOI: 10.1007/s10999-016-9350-5
Grant ID: http://purl.org/au-research/grants/arc/DP140100945
Appears in Collections:Civil and Environmental Engineering publications

Files in This Item:
There are no files associated with this item.


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.