Permeability of Fractured Media under Confining Pressure: A Simplified Model
Alberto Roman*, 1, Goodarz Ahmadi1, Kathleen A. Issen1, Duane H. Smith2
Identifiers and Pagination:Year: 2012
First Page: 36
Last Page: 41
Publisher Id: TOPEJ-5-36
Article History:Received Date: 21/2/2012
Revision Received Date: 19/4/2012
Acceptance Date: 19/4/2012
Electronic publication date: 01/6/2012
Collection year: 2012
open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: https://creativecommons.org/licenses/by/4.0/legalcode. This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
An elastic-plastic model was developed to describe the deformation and permeability of fractured rocks under confining pressure. Elastic and elastic-plastic contact models were used in the model to analyze the deformations of a representative element containing a single fracture under various confining pressures. The present work utilized elements from contact mechanics and viscous flows to derive an expression for permeability of fractured rocks under a range of confining pressures. The elastic-plastic model predictions for coal permeability under loading and unloading confining pressure were compared with the experimental data. The new model exhibited trends similar to the data for the range of confining pressures used in the experiments. The model can be used to predict the permeability of other fractured media with different material properties.