A complete formulation of an indirect boundary element method for poroelastic rocks. (April 2016)

• Record Type: Journal Article
• Authors: Abdollahipour, Abolfazl; Fatehi Marji, Mohammad; Yarahmadi Bafghi, Alireza; Gholamnejad, Javad
• Is Part Of: Computers and geotechnics. Volume 74(2016)
• Page Start: 15
• Page End: 25
• Publication Date: 2016-04
• Subjects: Fundamental solutions -- Influence functions -- Poroelastic rock -- Displacement discontinuity method; Engineering geology -- Data processing -- Periodicals; Soil mechanics -- Data processing -- Periodicals; Rock mechanics -- Data processing -- Periodicals; 624.1510285
• DOI: 10.1016/j.compgeo.2015.12.011
• Languages: English
• ISSNs: 0266-352X

Abstract

Abstract: Rocks are naturally filled with cracks and pores that are saturated with one or more fluid phases. Many problems in rock mechanics, petroleum engineering, geophysics, etc. deal with cracks and discontinuities in rock formations. These problems should consider effects of a porous medium. Displacement discontinuity method ( DDM ) as an indirect boundary element method is particularly ideal for problems involving fractures and discontinuities. However, the DDM in its original form is limited to elastic problems. The paper uses a fundamental solution of a point displacement discontinuity in poroelastic medium to obtain the solution for a poroelastic DDM . Then it introduces a numerical formulation and implementation for the poroelastic DDM in a code named CEP-DDM (Constant Element Poroelastic DDM ). The accuracy and validity of the proposed solution and the newly developed code are verified by two analytical solutions, another numerical solution, and some field measurements. These results showed good agreement between CEP-DDM and other methods' results. The verifications prove the accuracy and applicability of the proposed numerical model in a wide range of real-world problems.