LSM-DFN Modeling for Seismic Responses in Complex Fractured Media: Comparison of Static and Dynamic Elastic Moduli

TL;DR

This paper evaluates the LSM-DFN model's effectiveness in simulating seismic responses in complex fractured media, comparing static and dynamic elastic moduli, and validating results against theoretical and experimental data.

Contribution

It introduces the application of the coupled LSM-DFN model to seismic response simulation in fractured media and compares static and dynamic elastic moduli.

Findings

Numerical results align with theoretical predictions.

The model effectively reproduces seismic responses in fractured media.

Dynamic elastic moduli differ from static ones, revealing important insights.

Abstract

Crack microgeometries pose a paramount influence on effective elastic characteristics and sonic responses. Geophysical exploration based on seismic methods are widely used to assess and understand the presence of fractures. Numerical simulation as a promising way for this issue, still faces some challenges. With the rapid development of computers and computational techniques, discrete-based numerical approaches with desirable properties have been increasingly developed, but have not yet extensively applied to seismic response simulation for complex fractured media. For this purpose, we apply the coupled LSM-DFN model (Liu and Fu, 2020b) to examining the validity in emulating elastic wave propagation and scattering in naturally-fractured media. By comparing to the theoretical values, the implement of the schema is validated with input parameters optimization. Moreover, dynamic elastic moduli from seismic responses are calculated and compared with static ones from quasi-static loading of uniaxial compression tests. Numerical results are consistent with the tendency of theoretical predictions and available experimental data. It shows the potential for reproducing the seismic responses in complex fractured media and quantitatively investigating the correlations and differences between static and dynamic elastic moduli.