2014
DOI: 10.5194/gmd-7-847-2014
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Verification of an ADER-DG method for complex dynamic rupture problems

Abstract: Abstract. We present results of thorough benchmarking of an arbitrary high-order derivative discontinuous Galerkin (ADER-DG) method on unstructured meshes for advanced earthquake dynamic rupture problems. We verify the method by comparison to well-established numerical methods in a series of verification exercises, including dipping and branching fault geometries, heterogeneous initial conditions, bimaterial interfaces and several rate-and-state friction laws. We show that the combination of meshing flexibilit… Show more

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Cited by 61 publications
(49 citation statements)
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“…Duan & Oglesby 2006;Ripperger et al 2007Ripperger et al , 2008Dalguer & Day 2009;Brietzke et al 2009;Pelties et al 2013) or velocity-and state-dependent friction laws with a static strength threshold (e.g. Ampuero & Ben-Zion 2008).…”
mentioning
confidence: 99%
“…Duan & Oglesby 2006;Ripperger et al 2007Ripperger et al , 2008Dalguer & Day 2009;Brietzke et al 2009;Pelties et al 2013) or velocity-and state-dependent friction laws with a static strength threshold (e.g. Ampuero & Ben-Zion 2008).…”
mentioning
confidence: 99%
“…To discretize in time, implicit methods have already been employed on a few occasions (Pelties et al 2014) and in addition to adaptivity (Liu & Rice 2005), a physically motivated step size control has seen repeated use (Lapusta et al 2000;Lapusta & Liu 2009;Kaneko et al 2010;Barbot et al 2012).…”
Section: Introductionmentioning
confidence: 99%
“…Past developments involving rate-and-state friction include the use of boundary element methods which are well-suited for homogeneous problems (Perrin et al 1995;Lapusta et al 2000;Lapusta & Liu 2009;Kaneko et al 2010;Barbot et al 2012), spectral elements (Kaneko et al 2008) and discontinuous Galerkin for a regularized model (Pelties et al 2014) as spatial discretization schemes. To discretize in time, implicit methods have already been employed on a few occasions (Pelties et al 2014) and in addition to adaptivity (Liu & Rice 2005), a physically motivated step size control has seen repeated use (Lapusta et al 2000;Lapusta & Liu 2009;Kaneko et al 2010;Barbot et al 2012).…”
Section: Introductionmentioning
confidence: 99%
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“…Our dynamic source model incorporates new degree of realism by integrating a comprehensive set of geological and geophysical information such as high-resolution topography, rotating tectonic stresses, 3D velocity structure, depth-dependent bulk cohesion, and a complex intersecting fault geometry. Unifying aforementioned complexities is enabled by using SeisSol (www.seissol.org, Dumbser and ; Pelties et al [2014]), a software package specifically suited for handling complex geometries and for the efficient use on modern high-performance computing infrastructure [e.g., Heinecke et al, 2014;Uphoff et al, 2017]. This work extends recent models presented in Wollherr et al, 2018] which included complex fault geometries and off-fault plasticity but were restricted to 1D velocity structure, constantly oriented tectonic background stress and neglecting viscoelastic attenuation of the seismic wave field.…”
Section: Introductionmentioning
confidence: 99%