Application of simulated annealing inversion on high-frequency fundamental-mode Rayleigh wave dispersion curves

Author:

Pei Donghong12,Louie John N.12,Pullammanappallil Satish K.12

Affiliation:

1. University of Nevada at Reno, Nevada Seismological Laboratory, Reno, Nevada. .

2. Optim Inc., Reno, Nevada. .

Abstract

The simulated annealing (SA) inversion technique has been successfully applied for solving various nonlinear geophysical problems. Following previous developments, we modified the SA inversion, yielding 1D shallow S-wave velocity profiles from high frequency fundamental-mode Rayleigh dispersion curves, and validated the inversion with blind tests. Unlike previous applications of SA, this study draws random numbers from a standard Gaussian distribution. The numbers simultaneously perturb both S-wave velocities and the layer thickness of models. The annealing temperature is gradually decreased following a polynomial-time cooling schedule. Phase velocities are calculated using the reflectivity-transmission coefficient method. The reliability of the model resulting from our implementation is evaluated by statistically calculating the expected values of model parameters and their covariance matrices. Blind tests on two field and 12 synthetic Rayleigh dispersion data sets show that our SA implementation works well for S-wave velocity inversion of dispersion curves from high-frequency fundamental-mode Rayleigh waves. Blind estimates of layer S-wave velocities fall within one standard deviation of the velocities of the original synthetic models in 78% of cases.

Publisher

Society of Exploration Geophysicists

Subject

Geochemistry and Petrology,Geophysics

Reference43 articles.

1. Shear-wave Velocity Profile for Holocene Sediments Measured from Microtremor Array Studies, SCPT, and Seismic Refraction

2. Simulated annealing inversion of multimode Rayleigh wave dispersion curves for geological structure

3. BSSC (Building Seismic Safety Council), 2000, NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, Part 1: Provisions: FEMA 368, Federal Emergency Management Agency.

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