Imaging, Modeling and Assimilation in Seismology 2012
DOI: 10.1515/9783110259032.235
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Chapter 7. Discrete Element Method and Its Applications in Earthquake and Rock Fracture Modeling

Abstract: This chapter introduces the Esys − Particle, the open source code of Discrete Element Method (DEM), and its evolution history and basic features of the model. We outline the recent developments of the Esys − Particle code, including incorporation of single particle rotation, new contact law, and parameter calibration, parallel algorithm, coupling of thermal and hydrodynamic effects. We discuss the major differences between our model and most current DEMs. Some numerical simulations of rock fracture, earthquake… Show more

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Cited by 4 publications
(5 citation statements)
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References 52 publications
(83 reference statements)
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“…The development of the ESyS-Particle software consists of a few major stages (Wang et al 2012;Place et al 2002;Potyondy and Cundall 2004). The first one was in the early 1990s, when the early version of Atomic Lattice Solid Model appeared.…”
Section: General Descriptionmentioning
confidence: 99%
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“…The development of the ESyS-Particle software consists of a few major stages (Wang et al 2012;Place et al 2002;Potyondy and Cundall 2004). The first one was in the early 1990s, when the early version of Atomic Lattice Solid Model appeared.…”
Section: General Descriptionmentioning
confidence: 99%
“…The next stage was extended to 3D, object-oriented approach LSMearth written in C++, with easily added or removed micro-physics. Further steps were as follows (Wang et al 2012): parallel code using MPI; incorporation of intrinsic friction between particles; thermal effect; particle rotation and full rigidity between particles; Python script interface; theoretical analysis on particle parameter calibration; hydro-effect and Darcy flow; fully solid-fluid coupling based on DEM and Lattice Boltzman Method.…”
Section: General Descriptionmentioning
confidence: 99%
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“…When δ=0, x w =x f , the boundary wall locates at the point x f ; when δ=1, x w =x b , the boundary wall locates at the point x b . The reflected distribution function at node x f can be calculated using an interpolation scheme (Yu et al, 2003)  2 2 ( , Δ )…”
Section: Two-way Coupling Of Dem and Lbmmentioning
confidence: 99%