Technical Papers
Dec 6, 2012

Coupling Rock-Fracture Propagation with Thermal Stress and Fluid Flow

Publication: International Journal of Geomechanics
Volume 13, Issue 6

Abstract

This paper describes the theory behind a recent extension of a two-dimensional (2D) boundary-element code, FRACOD, to enable simulations of either coupled fracture (F)-hydraulic (H) processes or coupled F-thermal stress (T) in rocks. This extension is the next step in the ongoing development of a three-dimensional (3D) fracture mechanics code that couples F-H-T processes and predicts fracture initiation and propagation under thermal and hydraulic loadings. The original FRACOD simulated both mode I (tensile) and mode II (shear) fracture propagation that only involved mechanical processes in rock masses. In this study, the F-T coupling in FRACOD was developed using an indirect boundary-element method based on fictitious heat sources. The F-H coupling in FRACOD focused on fluid flow in explicit rock fractures using a cubic law. An explicit iteration method is used to simulate the fluid flow process in fractures and its interaction with mechanical deformation. Several verification and application cases have been included in the paper that demonstrate the effectiveness of the coupled functions. The extended code has been applied to the liquefied natural gas (LNG) underground storage experiment in South Korea and the Äspö pillar stability experiment (APSE) pillar spalling experiment in Sweden, and these applications are reported elsewhere.

Get full access to this article

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

References

Barton, N. (2007). Rock quality, seismic velocity, attenuation and anisotropy, Taylor & Francis, London.
Crouch, S. L., and Starfield, A. M. (1983). Boundary element methods in solid mechanics, George Allen & Unwin, London.
FRACOM. (2002). “A fracture propagation code – FRACOD.” User’s manual version 2.0., Helsinki, Finland.
Ghassemi, A., and Zhang, Q. (2004). “A transient fictitious stress boundary element method for porothermoelastic media.” Eng. Anal. Bound. Elem., 28(11), 1363–1373.
Guo, H., Aziz, N. I., and Schmidt, L. C. (1990). “Linear elastic crack tip modeling by the displacement discontinuity method.” Int. J. Numer. Methods Eng., 33(6), 919–942.
UDEC 4.0 [Computer software]. Minneapolis, Itasca Consulting.
Jing, L. (2003). “A review of techniques, advances and outstanding issues in numerical modeling for rock mechanics and rock engineering.” Int. J. Rock Mech. Min. Sci., 40(3), 283–353.
Klee, G., Bunger, A., Meyer, G., Rummel, F., and Shen, B. (2011). “In situ stresses in borehole blanche-1/south Australia derived from breakouts, core discing and hydraulic fracturing to 2 km depth.” Rock Mech. Rock Eng., 44(5), 531–540.
Min, K. B., Rutqvist, J., Tsang, C. F., and Jing, L. (2005). “Thermally induced mechanical and permeability changes around a nuclear waste repository—A far-field study based on equivalent properties determined by a discrete approach.” Int. J. Rock Mech. Min. Sci., 42(5–6), 765–780.
Rinne, M. (2008). “Fracture mechanics and subcritical crack growth approach to model time-dependent failure in brittle rock.” Doctoral dissertation, Helsinki Univ. of Technology, Helsinki, Finland.
Rinne, M., Shen, B., and Backers, T. (2012). “Modelling fracture propagation and failure in a rock pillar under mechanical and thermal loading.” J. Rock Mech. Geotech. Eng., 5(1), 73–83.
Rinne, M., Shen, B., Lee, H. S., and Jing, L. (2003). “Thermo-mechanical simulations of pillar spalling in SKB APSE test by FRACOD.” Int. Conf. on Coupled T-H-M-C Processes in Geo-systems: Fundamentals, Modelling, Experiments & Applications. O. Stephansson and J. A. Hudson, eds., Royal Institute of Technology, Stockholm, Sweden, 421–426.
Rutqvist, J., et al. (2005). “Numerical study of the THM effects on the near-field safety of a hypothetical nuclear waste repository – BMT1 of the DECOVALEX III project. Part 3: Effects of THM coupling in fractured rock.” Int. J. Rock Mech. Min. Sci., 42(5–6), 745–755.
Shen, B. (1995). “The mechanism of fracture coalescence in compression - Experimental study and numerical simulation.” Eng. Fract. Mech., 51(1), 73–85.
Shen, B., et al. (2008). “Coupled thermal-fracture behaviour of rock: Laboratory tests and numerical code development.” CSIRO Exploration and Mining Rep. P2008/2677, Commonwealth Scientific and Industrial Research Organisation (CSIRO), Brisbane, Australia.
Shen, B., et al. (2011). “FRACOD modeling of rock fracturing and permeability change in excavation damaged zones.” Int. J. Geomech., 11(4), 302–313.
Shen, B., and Stephansson, O. (1994). “Modification of the G-criterion of crack propagation in compression.” Eng. Fract. Mech., 47(2), 177–189.
Shen, B., Stephansson, O., and Rinne, M. (2002). “Simulation of borehole breakouts using FRACOD 2D.” Oil Gas Sci. Technol., 57(5), 579–590.
Stephansson, O., et al. (2003). “Geomechanical evaluation and analysis of research shafts and galleries in MIU Project, Japan.” 1st Kyoto Int. Symp. on Underground Environment, Balkema, Rotterdam, Netherlands, 39–49.
Tan, X. C., Kou, S. Q., and Lindqvist, P. A. (1998). “Application of the DDM and fracture mechanics model on the simulation of rock breakage by mechanical tools.” Eng. Geol., 49(3–4), 277–284.
Timoshenko, S. P., and Goodier, J. N. (1970). Theory of elasticity, 3rd Ed., McGraw-Hill, New York.
Tsang, C.-F., Jing, L., Stephansson, O., and Kautsky, F. (2005). “The DECOVALEX III Project: A summary of activities and lessons learned.” Int. J. Rock Mech. Min. Sci., 42(5–6), 593–612.
Zhang, Q. (2004). “A boundary element method for thermo-poroelasticity with applications in rock mechanics.” M.Sc. thesis, Univ. of North Dakota, Grand Forks, ND.
Zhang, X., Jeffrey, R. G., and Detournay, E. (2005). “Propagation of a fluid-driven fracture parallel to the free surface of an elastic half plane.” Int. J. Numer. Anal. Methods Geomech., 29(13), 1317–1340.

Information & Authors

Information

Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 13Issue 6December 2013
Pages: 794 - 808

History

Received: May 11, 2012
Accepted: Dec 4, 2012
Published online: Dec 6, 2012
Published in print: Dec 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

Baotang Shen [email protected]
Senior Principal Researcher, Commonwealth Scientific and Industrial Research Organisation (CSIRO) Earth Science and Resource Engineering, P.O. Box 883, Kennore, Brisbane QLD 4069, Australia (corresponding author). E-mail: [email protected]
Hua Guo
Senior Principal Researcher, Commonwealth Scientific and Industrial Research Organisation (CSIRO) Earth Science and Resource Engineering, P.O. Box 883, Kennore, Brisbane QLD 4069, Australia.
Tae Young Ko
Senior Researcher, SK Engineering and Construction, SK Soonhwa B/D #66, Soonhwa-dong, Jung-gu, Seoul 100-130, South Korea.
Simon S. C. Lee
Principal Researcher, SK Engineering and Construction, SK Soonhwa B/D #66, Soonhwa-dong, Jung-gu, Seoul 100-130, South Korea.
Julie Kim
Researcher, SK Engineering and Construction, SK Soonhwa B/D #66, Soonhwa-dong, Jung-gu, Seoul 100-130, South Korea.
Hyung Mok Kim
Professor, Korea Institute of Geoscience and Mineral Resources, 30 Gajeong-dong, Yuseong-gu, Daejeon 305-350, South Korea; and Mineral Resources Engineering, Sejong Univ., Seoul 143-747, South Korea.
Eui Seob Park
Principal Researcher, Korea Institute of Geoscience and Mineral Resources, 30 Gajeong-dong, Yuseong-gu, Daejeon 305-350, South Korea.
Manfred W. Wuttke
Principal Researcher, Leibniz Institute for Applied Geosciences (LIAG), Stilleweg 2, DE-30655 Hannover, Germany.
Tobias Backers
Director, Geomecon, August-Bebel-Str. 27, DE-14473 Potsdam, Germany.
Mikael Rinne
Professor, FRACOM, Farfarsbacken 14, FIN-02400 Kyrkslätt, Finland.
Ove Stephansson
Professor, GFZ German Research Centre for Geosciences, Telegrafenberg, D-14473 Potsdam, Germany.

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