Affiliation:
1. Department of Geoscience and Engineering Delft University of Technology Delft The Netherlands
2. Now at Wageningen Environmental Research Wageningen The Netherlands
3. Delft Institute of Applied Mathematics Delft University of Technology Delft The Netherlands
Abstract
AbstractWe critically review the derivation of closed‐form analytical expressions for elastic displacements, strains, and stresses inside a subsurface reservoir undergoing pore pressure changes using inclusion theory. Although developed decades ago, inclusion theory has been used recently by various authors to obtain fast estimates of depletion‐induced and injection‐induced fault stresses in relation to induced seismicity. We therefore briefly address the current geomechanical relevance of this method, and provide a numerical example to demonstrate its use to compute induced fault stresses. However, the main goal of our paper is to correct some erroneous assumptions that were made in earlier publications. While the final expressions for the poroelastic stresses in these publications were correct, their derivation contained conceptual mistakes due to the mathematical subtleties that arise because of singularities in the Green's functions. The aim of our paper is therefore to present the correct derivation of expressions for the strains and stresses inside an inclusion and to clarify some of the results of the aforementioned studies. Furthermore, we present two conditions that the strain field must satisfy, which can be used to verify the analytical expressions.
Funder
Nederlandse Organisatie voor Wetenschappelijk Onderzoek
Publisher
American Geophysical Union (AGU)
Cited by
2 articles.
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