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A Domain Decomposition Approach to Implementing Fault Slip in Finite-Element Models of Quasi-static and Dynamic Crustal Deformation (1308.5846v1)

Published 27 Aug 2013 in physics.geo-ph, cs.CE, and cs.MS

Abstract: We employ a domain decomposition approach with Lagrange multipliers to implement fault slip in a finite-element code, PyLith, for use in both quasi-static and dynamic crustal deformation applications. This integrated approach to solving both quasi-static and dynamic simulations leverages common finite-element data structures and implementations of various boundary conditions, discretization schemes, and bulk and fault rheologies. We have developed a custom preconditioner for the Lagrange multiplier portion of the system of equations that provides excellent scalability with problem size compared to conventional additive Schwarz methods. We demonstrate application of this approach using benchmarks for both quasi-static viscoelastic deformation and dynamic spontaneous rupture propagation that verify the numerical implementation in PyLith.

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Summary

  • The paper introduces a domain decomposition approach utilizing Lagrange multipliers to accurately model fault slip in finite-element simulations for quasi-static and dynamic crustal deformation.
  • The methodology is rigorously verified against established benchmarks, including quasi-static viscoelastic deformation and dynamic spontaneous rupture propagation.
  • A newly developed specialized preconditioner significantly improves the scalability and efficiency of the fault slip implementation within the PyLith finite-element framework.

Analyzing the Domain Decomposition Approach for Fault Slip Modeling in Finite-Element Models

The paper under review presents a domain decomposition approach with the utilization of Lagrange multipliers to simulate fault slip in finite-element code PyLith. This methodology is intended for both quasi-static and dynamic crustal deformation applications, where accurately modeling fault slip is crucial. The research demonstrates the practical application of the devised technique using benchmarks that assess quasi-static viscoelastic deformation and dynamic spontaneous rupture propagation. These benchmarks not only verify the numerical implementation but also provide insight into the scalability and efficiency of the introduced approach within the PyLith framework.

The finite-element framework described in the paper encompasses both quasi-static and dynamic simulations, providing versatility in addressing different aspects of crustal deformation related to faulting and post-seismic and interseismic deformation. Noteworthy is the authors' development of a specialized preconditioner for the Lagrange multiplier segment of the system equations. The performance benchmarks illustrate that this preconditioner exhibits excellent scalability with problem size when compared to conventional additive Schwarz methods.

Numerical Model and Solution Approach

For the implementation, the elasticity equation including inertial terms is solved, and the fault surface is managed as an interior boundary that binds two regions. This is operationalized using Lagrange multipliers providing a strong level of separation between tractions on different sides of the fault. The system equations are resolved using the finite-element method where a custom approach is deployed to solve elasticity problems with the addition of fault slip implementation.

The paper further explores quasi-static simulations where the problem is addressed as a series of static problems across time, while in dynamic simulations, the inertial terms are included to capture the seismic wave propagation. A significant addition made for the dynamic model is the employment of Newmark's method for explicit time-stepping and accommodating both prescribed and spontaneous fault rupture scenarios.

Verification Benchmarks

The research paper emphasizes its verification processes through well-established benchmarks. The quasi-static benchmark employed relies on the classical analytical solution from Savage and Prescott, which models an infinitely long strike-slip fault in an elastic layer above a Maxwell viscoelastic half-space. In contrast, the dynamic spontaneous rupture benchmark TPV13 incorporates a sophisticated Drucker-Prager elastoplastic bulk rheology and depth-dependent stress fields.

Performance Analysis

A critical dimension of the research involves a detailed evaluation of solver efficiency across increasing problem sizes and different preconditioners, showcasing the computational feasibility of the approach. Their approach evidences scalability within the PyLith framework, as the algebraic multigrid preconditioner coupled with field-splitting and a tailored fault block preconditioner managed to achieve high-performance outcomes in solving complex elasticity issues involving fault slip. These tests uphold the credibility of the domain decomposition approach by ensuring computational rigor alongside numerical accuracy.

Implications and Future Prospects

The proposed methodology holds practical and theoretical significance as it not only enhances the numerical implementation within fault slip modeling but also augments the understanding of earthquake cycle mechanics. By efficiently integrating quasi-static and dynamic simulations, the paper paves the way for more comprehensive models of seismic processes, which may further be optimized as computational resources become less restrictive.

For future development, the potential of domain decomposition techniques in parallel computing landscapes can be further explored. As computational capabilities expand, applying this method could become a standard in the simulation of larger and more complex seismic fault systems, enhancing predictive models in seismic research and practical applications in earthquake risk management.

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