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Distinct Element Method (DEM) techniques are commonly used in the simulation of geotechnical problems.
In this paper, a model for cube-shaped particles is developed using the Distinct Element Method.
A distinct element method (DEM) program is modified to model precast panel shear walls.
The study is based on computer simulations using the distinct element method (DEM).
This model can be directly introduced in codes based on the Distinct Element Method.
In the present study, Distinct Element Method (DEM) simulations are used to model the seed coating process.
The numerical simulations have been carried out using a Distinct Element Method code on conceptual and site-specific slope models.
The influence of backpressure is accounted for in a new bond contact model implemented into the Distinct Element Method (DEM).
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Although we have been developing a DEM (Distinct Element Method -based Method -basedodel of crowd behavior, this conventional crowd behavior microscopicnot necessarily provide satisfactory agreemodelwith an ofservation in a pedestrian crowding with heavy commute traffic.
Presented here are the results from a set of transient, coupled hydro-mechanical simulations of a naturally fractured rock mass containing two wellbores using the discontinuum-based distinct-element method.
In the present study, having determined the fracture direction through the finite difference method according to the induced-stress distributions, this operation simulated fracturing in two reservoirs with high or low levels of natural fracturing, using the distinct-element method.
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