TECHNICAL PAPERS
May 1, 2007

Early-Time Solution for a Radial Hydraulic Fracture

Publication: Journal of Engineering Mechanics
Volume 133, Issue 5

Abstract

The small-time asymptotic solution for a penny-shaped fluid-driven fracture is obtained semianalytically. Scaling considerations indicate that the portion of the fracture that is filled with fluid increases with time according to a power law. The problem is shown to be self-similar at the length scale of the small fluid-filled region and to depend on only the mean fluid pressure at the length scale of the fracture. This similarity solution is unusual as the two length scales of the problem—the radius of the fracture and the radius of the fluid front—evolve according to two different power laws of time.

Get full access to this article

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

Acknowledgments

The writers wish to acknowledge support from the Australian Coal Association Research Program (ACARP) and the CSIRO Division of Petroleum Resources. The writers also thank Brice Lecampion, Rob Jeffrey, and Dmitry Garagash for their helpful discussions.

References

Abramowitz, M., and Stegun, I., eds. (1972). Handbook of mathematical functions with formulas, graphs, and mathematical tables. Dover, New York.
Barenblatt, G. (1956). “On the formation of horizontal cracks in hydraulic fracture of an oil-bearing stratum.” Prikl. Mat. Mekh., 20, 475–486.
Bunger, A. P., Detournay, E., and Jeffrey, R. G. (2005). “Crack tip behavior in near-surface fluid-driven fracture experiments.” C. R. Mec., 333, 299–304.
Bunger, A. P., Jeffrey, R. G., and Detournay, E. (2004). “Toughness-dominated near-surface hydraulic fracture experiments.” Gulf Rocks 2004—Proc., 6th North American Rock Mechanics Symp., D. Yale, S. Willson, and A. Abou-Sayed, eds., Houston. Paper No. 468.
Detournay, E. (2004). “Propagation regimes of fluid-driven fractures in impermeable rocks.” Int. J. Geomech., 4(1), 1–11.
Detournay, E., and Garagash, D. (2003). “The near-tip region of a fluid-driven fracture propagating in a permeable elastic solid.” J. Fluid Mech., 494, 1–32.
Garagash, D. (2006). “Propagation of plane-strain hydraulic fracture with a fluid lag: Early-time solution.” Int. J. Solids Struct.,43, 5811–5835.
Geertsma, J., and de Klerk, F. (1969). “A rapid method of predicting width and extent of hydraulic induced fractures.” JPT, 21, 1571–1581 (SPE 2458).
Golub, G. H., and van Loan, C. F. (1985). Matrix Computations, John Hopkins University Press, Baltimore, Md.
Jeffrey, R. G. (1989). “The combined effect of fluid lag and fracture toughness on hydraulic fracture propagation.” Joint Rocky Mountain Regional Low Permeability Reservoirs Symp. and Exhibition, Society of Petroleum Engineers, Houston, 269–276.
Khristianovic, S., and Zheltov, Y. (1955). “Formation of vertical fractures by means of highly viscous fluids.” Proc., 4th World Petroleum Congress, Carlo Colombo, Rome, 579–586.
Lin, C. C., and Segel, L. A. (1988). Mathematics applied to deterministic problems in the natural sciences, SIAM, Philadelphia.
Lister, J. R., and Kerr, R. C. (1991). “Fluid-mechanical models of crack propagation and their application to magma transport in dykes.” J. Geophys. Res., 96(B6), 10,049–10,077.
Medlin, W. L., and Masse, L. (1984). “Laboratory experiments in fracture propagation.” SPEJ, 24(3), 256–268.
Perkins, T., and Kern, L. (1961). “Widths of hydraulic fractures.” J. Pet. Technol., 14, 937–949.
Rice, J. (1972). “Some remarks on elastic crack-tip stress fields.” Int. J. Solids Struct., 8(6), 751–758.
Savitski, A., and Detournay, E. (2002). “Propagation of a penny-shaped fluid-driven fracture in an impermeable rock: Asymptotic solutions.” Int. J. Solids Struct., 39, 6311–6337.
Sneddon, I., and Lowengrub, M. (1969). Crack problems in the classical theory of elasticity, John Wiley, New York.
Spence, D., and Sharp, P. (1985). “Self-similar solution for elastohydrodynamic cavity flow.” Proc. R. Soc. London, Ser. A, 400, 289–313.
Tada, H., Paris, P. C., and Irwin, G. R. (2000). The stress analysis of cracks handbook, 3rd Ed., ASME, New York.
van Dam, D., de Pater, C., and Romijn, R. (1999). “Reopening of dynamic fractures in laboratory experiments.” Proc., 9th Int. Congress on Rock Mechanics, Vol. II, Balkema, Rotterdam, The Netherlands, 791–794.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 133Issue 5May 2007
Pages: 534 - 540

History

Received: Jan 6, 2006
Accepted: Sep 19, 2006
Published online: May 1, 2007
Published in print: May 2007

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Nikolaos D. Katopodes

Authors

Affiliations

Andrew P. Bunger
Postdoctoral Fellow, CSIRO Petroleum Resources, Bag 10, Clayton South, Vic., Australia 3169. E-mail: [email protected]
Emmanuel Detournay, M.ASCE
Professor, Dept. of Civil Engineering, Univ. of Minnesota, 500 Pillsbury Drive SE, Minneapolis, MN 55455 (corresponding author). 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