Stability analyses for deviated wellbores in unconsolidated cross-anisotropic formations

Author:

Akl Sherif A.Y.1,Whittle Andrew J.2

Affiliation:

1. Soil Mechanics and Foundations Research Laboratory, Cairo University, 1 Elgamaa Street, Giza 12316, Egypt.

2. Civil and Environmental Engineering, Massachusetts Institute of Technology, Room 1-346, 77 Massachusetts Avenue, Cambridge, MA 02139, USA.

Abstract

Production of oil from shallow reservoirs typically involves drilling highly deviated wells through unconsolidated (or poorly lithified) rocks or clays. This paper describes numerical analyses of the deformations and stability of deviated wellbores within a K0-consolidated clay. The analyses consider planar deformations in the plane orthogonal to the wellbore using a quasi three-dimensional (3D) finite element model that represents coupled flow and deformations within the soil mass. Cross-anisotropic mechanical properties of the clay are described by a generalized effective stress model, MIT-E3, with parameters previously calibrated from laboratory thick-walled cylinder tests. The analyses compute the relationship between the drilling mud pressure and wellbore stability associated with either the onset of localized failure mechanisms or large plastic deformations around the cavity. The results show that short-term, undrained stability requires mud pressures in excess of the in situ formation pore pressures for more highly deviated wellbores at inclinations greater than 45°. The analyses examine the mechanisms for further destabilization, due to consolidation within the formation, and how they are affected by drainage conditions at the wellbore wall. The results provide qualitative information for the design and control of drilling operations for deviated wellbores in unconsolidated formations.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference19 articles.

1. Abdulhadi, N.O. 2009. An experimental investigation into the stress-dependent mechanical behavior of cohesive soil with application to wellbore instability. Ph.D. thesis, Department of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, Mass.

2. Experimental Study of Wellbore Instability in Clays

3. Stress-dependent behavior of saturated clay

4. Akl, S.A. 2010. Wellbore instability mechanisms in clays. Ph.D. thesis, Department of Civil and Environmental Engineering, MIT, Cambridge, Mass.

5. Validation of Soil Models for Wellbore Stability in Ductile Formations Using Laboratory TWC Tests

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