2007
DOI: 10.1016/j.still.2006.03.006
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Determination of discrete element model parameters required for soil tillage

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Cited by 200 publications
(93 citation statements)
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“…Particle based modeling such as DEM (discrete element modeling) and GD (granular dynamics) [40][41][42][43] is a very powerful technique for granular materials, because it simulates mechanical interactions between granular micro scale particles and their collective interactions with tools and machines in a macro scale. It is challenging to develop a reliable method for determining the mechanical parameters of each particle so that the model can represent macro level behavior such as different soil failure patterns (e.g., share plane failure, brittle failure, flow failure, bending failure, and tensile failure 44 ).…”
Section: -7mentioning
confidence: 99%
“…Particle based modeling such as DEM (discrete element modeling) and GD (granular dynamics) [40][41][42][43] is a very powerful technique for granular materials, because it simulates mechanical interactions between granular micro scale particles and their collective interactions with tools and machines in a macro scale. It is challenging to develop a reliable method for determining the mechanical parameters of each particle so that the model can represent macro level behavior such as different soil failure patterns (e.g., share plane failure, brittle failure, flow failure, bending failure, and tensile failure 44 ).…”
Section: -7mentioning
confidence: 99%
“…Topsoil in different soil layering is of different size and shape, the bottom layer has larger diameter particles, which soil particles suffer small perturbations, increasing the particle diameter, can reduce the number of particles, and improve computing speed. Upper layers soil particles use particles with a variety of shapes and small diameter, try to describe the true state of the soil [10]. This article will divide the soil in accordance with the depth of the soil of the 30mm, 60mm, 90mm deep, shown in figure 2. a) 30mm b) 60mm c) 90mm Fig.…”
Section: Tab 1 the Value Of Simulation Parametersmentioning
confidence: 99%
“…The friction coefficient is an empirically determinable property, which can be found in the literature for various material combinations. Some authors have already determined this friction coefficient for sand and glass particles for DEM (Asaf et al, 2007;Li et al, 2005). Here, shear experiments of a sediment made of quartz particles were performed in a Jenike shear cell under normal pressure in order to calculate the friction coefficient as was done by (Hartl & Ooi, 2008).…”
Section: Particles Simulation Parametersmentioning
confidence: 99%