Stability analysis of an inclined borehole in an isotropic poroelastic medium
Using a recently derived analytical solution, the stability of an inclined borehole in an isotropic poroelastic medium is examined. The analyses include collapse as well as fracturing failures. It is demonstrated that the trend of failure in relation to borehole inclination, mud pressure, and time is quite complex.
Authors
- Dov Leshchinsky (ORCID: https://orcid.org/0009-0007-7800-983X)
- L. Cui (ORCID: https://orcid.org/0009-0005-2020-3475)
- Younane Abousleiman (ORCID: https://orcid.org/0000-0002-2727-5034)
- J.-C. Roegiers
Institutions
- University of Delaware (US)
- University of Oklahoma (US)
Publication Details
- Published
- 2026-02-18
- DOI
- https://doi.org/10.1201/9781003761365-53
- Citations
- 11
- Primary Topic
- Geotechnical and Geomechanical Engineering
- Type
- article
- Field-Weighted Citation Impact
- 0.00