Technical Papers
Mar 8, 2018

Borehole Stability Analysis in Fractured Porous Media Associated with Elastoplastic Damage Response

Publication: International Journal of Geomechanics
Volume 18, Issue 5

Abstract

A dual-porosity finite-element model is presented for stability analysis of boreholes drilled in fractured porous media with the consideration of elastoplastic damage response. Governing differential equations adopted in this study can account for the elastoplastic deformation and continuum damage. The approximate solution for the governing differential equations was obtained numerically by applying FEM. Performance of the numerical model was evaluated through several published numerical/analytical examples. Simulation results demonstrate that the FEM model is robust and is capable of capturing essential issues for borehole stability analysis, such as responses of effective stress, damage evolution, fracture propagation, and stability analysis for boreholes under different conditions. Numerical results indicate that borehole failure starts with the initiation of microcracks (damage occurs), progresses with further extension of fractures (damage zone), and is accompanied by redistribution of fluid pressures in dual porosity and variation of stress around boreholes. Also, a more deformable geoformation may be characterized by more damage developing in the vicinity of the wellbore wall, indicating that elastic analysis gives an underestimation in terms of effective stress and an overestimation in terms of fluid pressure responses. In the case of borehole stability under hydraulic injection, this study produced a smeared damage zone (equivalent to fracture zone) instead of a single fracture along a specific direction, which manifests as a shorter damage zone.

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Acknowledgments

The financial support from National Science Foundation of China (NSFC, No. 51508416), Provincial Commonweal Science Foundation of Zhejiang (PCSFZ, No. 2017C33220), and Science Foundation of Wenzhou (S20170001) is gratefully acknowledged.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 18Issue 5May 2018

History

Received: Feb 23, 2017
Accepted: Oct 20, 2017
Published online: Mar 8, 2018
Published in print: May 1, 2018
Discussion open until: Aug 8, 2018

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Associate Professor, College of Architecture and Civil Engineering, Wenzhou Univ., Wenzhou 325035, China (corresponding author). ORCID: https://orcid.org/0000-0002-2885-5620. E-mail: [email protected]
Gao-Feng Zhao [email protected]
Professor, State Key Laboratory of Hydraulic Engineering Simulation and Safety, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China. E-mail: [email protected]

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