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Understanding of the high-strain-rate (HSR) behavior of granular media is an imperative aspect of the fundamental physics of rapid penetration in these materials.
The comparisons demonstrate the ability of this model to reproduce accurately the overall mechanical behavior of granular media and to account for the influence of key parameters such as void ratio and mean stress.
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The influence of fluid particle interaction on the behaviour of granular media is well captured in all the simulated problems.
The study provides a general and robust framework on effective characterization and packing of granular particles with complex shapes for discrete modelling of granular media.
Opportunities abound for research into locomotion through other types of granular media such as silt or wet sand.
This paper, however, focuses on the original motivation for DEM and attempts to provide a state-of-the-art understanding of the quasi-static deformation of granular media.
The reduction in porosity of drainage material is evaluated as the accumulation of clog mass reduces the pore spaces of granular media.
The global response of granular media to rapid monotonic loading has conventionally been studied using modified geotechnical apparatus and other setups adapted from HSR testing of engineered materials.
In this work a new classification of granular media has been proposed which is related to the characteristic particle dimension and the specific density of the grain base.
The first, discrete hexagonal element method can be considered as one of discrete element methods (DEM), which are very often used in mechanics of granular media.
The review is aimed to serve as an introduction to the following chapters, which explore the response of granular media to rapid penetration.
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