TECHNICAL PAPERS
Nov 1, 2005

Poromechanics Response of Inclined Wellbore Geometry in Fractured Porous Media

Publication: Journal of Engineering Mechanics
Volume 131, Issue 11

Abstract

This paper presents the poromechanics/poroelastic analytical solution for stress and pore pressure fields induced by the action of drilling and/or the pressurization of an inclined/horizontal wellbore in fractured fluid-saturated porous media, or naturally fractured fluid-saturated rock formations. The model which is developed within the framework of the coupled processes in the dual-porosity/dual-permeability approach accounts for coupled isothermal fluid flow and rock/fractures deformation. The solution to the inclined/horizontal wellbore problem is derived for a wellbore drilled in an infinite naturally fractured poroelastic medium, subjected to three-dimensional in situ state of stress and pore pressure. The dual-porosity analytical solution is first reduced to the limiting single-porosity case and verified against an existing single-porosity solution. A comparison between single-porosity and dual-porosity poroelastic results is conducted and displayed in this work. Finally, wellbore stability analyses have been carried out to demonstrate possible applications of the solution.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgment

The work is supported by the PoroMechanics Institute Industrial Consortium at the University of Oklahoma.

References

Abousleiman, Y., Cheng, A. H.-D., Jiang, C., and Roegiers, J. C. (1996). “Poroviscoelasticity analysis of borehole and cylinder problems.” Acta Mech., 119, 199–219.
Abousleiman, Y., and Cui, L. (1998). “Poroelastic solutions in transversely isotropic media for wellbore and cylinder.” Int. J. Solids Struct., 35, 4905–4929.
Aifantis, E. C. (1977). “Introducing a multi-porous medium.” Developments Mechanics, 8, 209–211.
Aifantis, E. C. (1979). “On the response of fissured rocks.” Developments Mechanics, 10, 249–253.
Bai, M., Abousleiman, Y., Cui, L., and Zhang, J. (1999). “Dual porosity poroelastic modeling of generalized plane strain.” Int. J. Rock Mech. Min. Sci., 36, 1087–1094.
Barenblatt, G. I., Zheltov, I. P., and Kochina, I. N. (1960). “Basic concepts in the theory of seepage of homogeneous liquids in fissured rocks.” Prikl. Mat. Mekh., 24(5), 852–864.
Bear, J. (1972). Dynamics of fluids in porous media, 3rd Ed., Elsevier, New York.
Berryman, J. G., and Wang, H. F. (1995). “The elastic coefficients of double-porosity models for fluid transport in jointed rock.” J. Geophys. Res., 100(812), 24611–24627.
Biot, M. A. (1941). “General theory of three dimensional consolidation.” J. Appl. Phys., 12, 155–164.
Bowen, R. M. (1976). “Theory of mixtures.” Continuum physics, A. C. Eringen, ed., Vol. III, Academic, New York, 1–127.
Bradley, W. B. (1979). “Failure of inclined boreholes.” J. Energy Resour. Technol., 101, 232–239.
Carter, J. P., and Booker, J. R. (1982). “Elastic consolidation around a deep circular tunnel.” Int. J. Solids Struct., 18(12), 1059–1074.
Cheng, A. H.-D. (1998). “On generalized plane strain poroelasticity.” Int. J. Rock Mech. Min. Sci., 35, 199–205.
Cheng, A. H.-D., Sidauruk, P., and Abousleiman, Y. (1994). “Approximate inversion of the Laplace transform.” Mathematika, 4(2), 76–82.
Cui, L., Cheng, A. H.-D., and Abousleiman, Y. (1997). “Poroelastic solution for an inclined borehole.” J. Appl. Mech., 64, 32–38.
Jaeger, J. S., and Cook, N. G. W. (1979). Fundamentals of rock mechanics, 3rd Ed., Chapman and Hall, New York.
Li, X. (2003). “Consolidation around a borehole in a media with double porosity under release of geostatic stresses.” Mech. Res. Commun., 30, 95–100.
Morland, L. W. (1972). “A simple constitutive theory for a fluid-saturated porous solid.” J. Geophys. Res., 77(5), 890–900.
Nair, R., Bai, M., Abousleiman, Y., and Zaman, M. M. (2000). “Finite element modeling of an inclined wellbore in a fractured porous medium saturated with oil and gas.” Pacific Rocks 2000, Proc., 4th NAARMS, Seattle, J. Girard, M. Leibman, C. Breeds, and T. Doe, eds., Balkema, Rotterdam, The Netherlands, 189–196.
Saada, A. (1974). Elasticity: Theory and applications, Pergamon, New York.
Stehfesh, H. (1970). “Numerical inversion of Laplace transforms.” Commun. ACM, 13, 47–49.
Valliappan, S., and Khalili-Naghadeh, N. (1990). “Flow through fissured porous media with deformable matrix.” Int. J. Numer. Methods Eng., 29, 1079–1094.
Wang, H. (2000). Theory of poroelasticity with applications to geomechanics and hydrology, Princeton University Press, Princeton, N.J.
Warren, J. E., and Root, P. J. (1963). “The behavior of naturally fractured reservoirs.” SPE J., 228, 245–255.
Wilson, R. K., and Aifantis, E. C. (1982). “On the theory of consolidation with double porosity.” Int. J. Eng. Sci., 20, 1009–1035.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 131Issue 11November 2005
Pages: 1170 - 1183

History

Received: Aug 11, 2003
Accepted: Jan 31, 2005
Published online: Nov 1, 2005
Published in print: Nov 2005

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Alexander H.-D. Cheng

Authors

Affiliations

Younane Abousleiman, ASCE [email protected]
Larry Brummett/ONEOK Chair Professor, Mewbourne School of Petroleum & Geological Engineering, and School of Civil Engineering & Environmental Science, The Univ. of Oklahoma, SEC, Suite P119, 1000 East Boyd St., Norman, OK 73019-1014 (corresponding author). E-mail: [email protected]
Vinh Nguyen [email protected]
PhD Student, Mewbourne School of Petroleum & Geological Engineering, and Graduate Research Assistant, PoroMechanics Institute, The Univ. of Oklahoma, SEC, Suite P119, 1000 East Boyd St., Norman, OK 73019-1014. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share