Three-dimensional dynamic rupture simulation with a high-order discontinuous Galerkin method on unstructured tetrahedral meshes

被引:94
|
作者
Pelties, Christian [1 ]
de la Puente, Josep [4 ]
Ampuero, Jean-Paul [2 ]
Brietzke, Gilbert B. [3 ]
Kaeser, Martin [5 ]
机构
[1] Univ Munich, Geophys Sect, Dept Earth & Environm Sci, D-80333 Munich, Germany
[2] CALTECH, Seismol Lab, Pasadena, CA 91125 USA
[3] German Res Ctr Geosci, Dept Phys Earth, D-14467 Potsdam, Germany
[4] Barcelona Supercomp Ctr, Dept Comp Applicat Sci & Engn, E-08034 Barcelona, Spain
[5] Munchener Ruckversicherungs Gesell, Geo Risks Res, D-80802 Munich, Germany
基金
美国国家科学基金会;
关键词
1992 LANDERS EARTHQUAKE; FINITE-DIFFERENCE; WAVE-PROPAGATION; ELASTIC-WAVES; SHEAR RUPTURE; FRICTION; SLIP; VELOCITY; STRESS; CRACK;
D O I
10.1029/2011JB008857
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
Accurate and efficient numerical methods to simulate dynamic earthquake rupture and wave propagation in complex media and complex fault geometries are needed to address fundamental questions in earthquake dynamics, to integrate seismic and geodetic data into emerging approaches for dynamic source inversion, and to generate realistic physics-based earthquake scenarios for hazard assessment. Modeling of spontaneous earthquake rupture and seismic wave propagation by a high-order discontinuous Galerkin (DG) method combined with an arbitrarily high-order derivatives (ADER) time integration method was introduced in two dimensions by de la Puente et al. (2009). The ADER-DG method enables high accuracy in space and time and discretization by unstructured meshes. Here we extend this method to three-dimensional dynamic rupture problems. The high geometrical flexibility provided by the usage of tetrahedral elements and the lack of spurious mesh reflections in the ADER-DG method allows the refinement of the mesh close to the fault to model the rupture dynamics adequately while concentrating computational resources only where needed. Moreover, ADER-DG does not generate spurious high-frequency perturbations on the fault and hence does not require artificial Kelvin-Voigt damping. We verify our three-dimensional implementation by comparing results of the SCEC TPV3 test problem with two well-established numerical methods, finite differences, and spectral boundary integral. Furthermore, a convergence study is presented to demonstrate the systematic consistency of the method. To illustrate the capabilities of the high-order accurate ADER-DG scheme on unstructured meshes, we simulate an earthquake scenario, inspired by the 1992 Landers earthquake, that includes curved faults, fault branches, and surface topography.
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页数:15
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