Grants and Contracts Details
Description
Recent significant improvements in the quantity and quality of observations pertaining to shallow
crustal earthquakes have warranted models of greater realism and sophistication for the purposes
of data interpretation. The need for the realistic description of the co-seismic, post-seismic, and
inter-seismic deformation is particularly pressing in tectonically active areas where dense seismic
and geodetic networks have been deployed, such as in Southern California. While models based
on analytic or semi-analytic solutions for an elastic half-space proved to be very useful for the
zeroth-order analysis of relatively sparse datasets, further progress may not be possible without
an accurate account for vertical and lateral heterogeneities in the Earth crust, complex rupture
geometries, non-linear and time-dependent constitutive properties of the crustal rocks, effects of
gravity and topography, etc. These features can be readily modeled using Finite Element (FE),
and (partially) Boundary Element (BE) techniques. The significant comlexity and diversity of the
existing numerical codes require extensive validation and accuracy checks before the codes can
be used for the interpretation of geophysical data. The agreed-upon benchmarks that capture
the essential physics of the earthquake-related deformation, except for a few analytical solutions
for the elastic half-space, are largerly lacking. We propose to create a set of rigorously tested
FEM and BEM benchmarks that can be used by SCEC's modeling community for code testing
and validation. We will also explore to what extent the simpler and computationally more efficient
BEM solutions may be used to approximate complex time-dependent problems involving, e.g., viscoelastic
relaxation below the brittle-ductile transition. Finally, we will work on the development of
effective meshing tools for complex fault geometries (co-I Kenner), and establishment of a highresolution
BEM model for the exploration of mechanical interactions between faults in Southern
California as mapped by the SCEC community's fault model (IGPP postdoctoral associate and
co-I Becker). PIs have extensive experience with large-scale finite element and boundary element
simulations (Fialko et al., 2002; Fialko and Rubin, 1999; Kenner and Segall, 2000a,b). The finite
element calculations will be performed using a commercial 3-D code ABAQUS, which is perhaps the
most versatile, and thoroughly documented and tested FEM code suitable for crustal deformation
modeling. This work will directly contribute to the ongoing FEM modeling efforts of SCEC's Fault
Systems working group.
Outcomes of this proposal will include:
1) A set of accurate time-dependent 3-D FEM benchmarks for visco-elastic post-seismic deformation
due to simple strike-slip and dip-slip earthquake sources. We will also explore the poro-elastic
capabilities of ABAQUS.
2) A boundary element tool for modeling fully relaxed visco-elastic and poro-elastic deformation
due to an arbitrary superposition of dislocation sources.
3) A robust finite element mesh generator for reasonably realistic fault geometries, including nearfault
mesh refinement, and accurate and computationally efficient handling of the far-field boundary
conditions with the use of infinite elements.
4) A thoroughly tested BEM interface to the Community Fault Model (CFM) for Southern California.
We intend to address these problems in the framework of the related efforts of the Fault
Systems' Deformation Model group, as there is obvious overlap in the FEM and BEM modeling
approaches, such as the issue of optimal meshing of fault geometries. The efforts described in this
proposal are synergetic with, and substantially levereged by the related projects of the PIs that
involve development and use of sophisticated FEM and BEM models.
Status | Finished |
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Effective start/end date | 1/1/03 → 1/31/07 |
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