A complete formulation of an indirect boundary element method for poroelastic rocks

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...

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Bibliographic Details
Published in:Computers and geotechnics 2016-04, Vol.74, p.15-25
Main Authors: Abdollahipour, Abolfazl, Fatehi Marji, Mohammad, Yarahmadi Bafghi, Alireza, Gholamnejad, Javad
Format: Article
Language:English
Subjects:
Accuracy
Boundary element method
Cracks
Discontinuity
Displacement
Displacement discontinuity method
Fundamental solutions
Influence functions
Mathematical analysis
Mathematical models
Poroelastic rock
Rocks
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Summary: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.
ISSN:0266-352X
1873-7633
DOI:10.1016/j.compgeo.2015.12.011