Modeling seismic wave propagation and amplification in 1D/2D/3D linear and nonlinear unbounded media

TL;DR

This paper reviews numerical methods for seismic wave modeling in complex geological media, emphasizing the challenges of heterogeneity, geometry, boundary conditions, and nonlinear soil behavior.

Contribution

It discusses recent advances in numerical formulations and constitutive models for 2D/3D seismic wave propagation and nonlinear soil effects.

Findings

Boundary element method effectively handles radiation conditions.

Absorbing layer methods reduce wave reflections in models.

Nonlinear soil behavior is crucial for strong ground motion simulation.

Abstract

To analyze seismic wave propagation in geological structures, it is possible to consider various numerical approaches: the finite difference method, the spectral element method, the boundary element method, the finite element method, the finite volume method, etc. All these methods have various advantages and drawbacks. The amplification of seismic waves in surface soil layers is mainly due to the velocity contrast between these layers and, possibly, to topographic effects around crests and hills. The influence of the geometry of alluvial basins on the amplification process is also know to be large. Nevertheless, strong heterogeneities and complex geometries are not easy to take into account with all numerical methods. 2D/3D models are needed in many situations and the efficiency/accuracy of the numerical methods in such cases is in question. Furthermore, the radiation conditions at infinity are not easy to handle with finite differences or finite/spectral elements whereas it is explicitely accounted in the Boundary Element Method. Various absorbing layer methods (e.g. F-PML, M-PML) were recently proposed to attenuate the spurious wave reflections especially in some difficult cases such as shallow numerical models or grazing incidences. Finally, strong earthquakes involve nonlinear effects in surficial soil layers. To model strong ground motion, it is thus necessary to consider the nonlinear dynamic behaviour of soils and simultaneously investigate seismic wave propagation in complex 2D/3D geological structures! Recent advances in numerical formulations and constitutive models in such complex situations are presented and discussed in this paper. A crucial issue is the availability of the field/laboratory data to feed and validate such models.