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Influence of elastic and strength anisotropy on the stability of inclined borehole

UDK: 622.24.026.3
DOI: 10.24887/0028-2448-2018-2-54-57
Key words: rock formation, stress-strain state, anisotropy of elastic and strength properties, inclined borehole
Authors: S.G. Ashikhmin (Perm National Research Polytechnic University, RF, Perm), Yu.A. Kashnikov (Perm National Research Polytechnic University, RF, Perm), D.V. Shustov (Perm National Research Polytechnic University, RF, Perm), A.E. Kukhtinskii (Perm National Research Polytechnic University, RF, Perm)

A method for calculating the stress-strain state of an inclined borehole in a layered transversally isotropic rock formation with an arbitrary orientation of the bedding planes is presented. Based on this method, software was developed to calculate the shear failure gradient in anisotropic rocks. The software was tested by comparing the results with numerical finite element calculations.

Examples of stability calculation of inclined and horizontal wells are given. It is shown that the anisotropy of elastic and strength properties significantly affects the stress state and stability of the inclined borehole. The effect of the inclination and azimuth of the well on its stability was studied. It is established that at inclination up to 20-30° the shear failure gradient is determined by the strength of the matrix. When the inclination is increased, the rock strength is determined by the shear bedding layers and a higher mud density is required to ensure the borehole stability. It is also shown that the optimum drilling path in an anisotropic rock formation may be the azimuth of the maximum horizontal stress.

An example of calculating the shear failure gradient in the interval of clay rocks in one of the oil fields in Western Siberia is given. The obtained results confirm that neglecting the anisotropy of the elastic and strength properties of rocks leads to an underestimation of mud density and drilling problems. Laboratory measurements of the mechanical properties of rocks are required for a reliable prediction of the borehole stability.

References

1. Zhang Jianguo, The impact of shale properties on wellbore stability: dissertation of PhD, The University of Texas at Austin, 2005, 260 p.

2. Seehong Ong, Roegiers J.C., Influence of anisotropies in borehole stability, Int. J. Rock Mech. & Min. Sci., 1993, V. 30, no. 7, pp. 1069–1075.

3. Lal M., Kristiansen T., Deem C. et al., Shale stability: Drilling fluid/shale interaction study and shale strength correlations, Amoco Report, 1999,

no. F96-P-99, pp. 96–99.

4. Kovalenko Yu.F., Kharlamov K.N., Usachev E.A., Ustoychivost' stvolov skvazhin, proburennykh na mestorozhdeniyakh Srednego Priob'ya (Stability of well bores drilled in the Middle Ob area), Tyumen' – Shadrinsk: Shadrinskiy Dom Pechati Publ., 2011, 175 p.

5. Karev V.I., Kovalenko Yu.F., Ustinov K.B., Modeling deformation and failure of anisotropic rocks nearby a horizontal well (In Russ.), Fiziko-tekhnicheskie problemy razrabotki poleznykh iskopaemykh = Journal of Mining Science, 2017, no. 3, pp. 12–21.

6. Gazaniol D., Forsans T., Boisson M.J.F., Piau J-M., Wellbore failure mechanisms in shales: prediction and prevention, SPE 28851, 1994.

7. Lekhnitskiy S.G., Teoriya uprugosti anizotropnogo tela (The theory of elasticity of an anisotropic body), Moscow: Nauka Publ., 1977, 416 p.

8. Amadei B., Rock anisotropy and the theory of stress measurements, Springer–Verlag, 1983, 497 p.

9. Wittke W. Rock mechanics, Theory and applications with case histories, Springer–Verlag, 1990, 1093 p.

10. Fjaer E. et al., Petroleum related rock mechanics, Elseveir, 2008, 515 p.

11. Zoback M., Reservoir geomechanics, Cambridge University Press, 2007, 464 p.

12. Sone Hiroki, Mechanical properties of shale gas reservoir rocks and its relation to the in-situ stress variation observed in shale gas reservoirs: dissertation of PhD, Stanford University, 2012.

13. Horsrud R., Estimating mechanical properties of shale from empirical correlations, SPE 56017, 2001.

A method for calculating the stress-strain state of an inclined borehole in a layered transversally isotropic rock formation with an arbitrary orientation of the bedding planes is presented. Based on this method, software was developed to calculate the shear failure gradient in anisotropic rocks. The software was tested by comparing the results with numerical finite element calculations.

Examples of stability calculation of inclined and horizontal wells are given. It is shown that the anisotropy of elastic and strength properties significantly affects the stress state and stability of the inclined borehole. The effect of the inclination and azimuth of the well on its stability was studied. It is established that at inclination up to 20-30° the shear failure gradient is determined by the strength of the matrix. When the inclination is increased, the rock strength is determined by the shear bedding layers and a higher mud density is required to ensure the borehole stability. It is also shown that the optimum drilling path in an anisotropic rock formation may be the azimuth of the maximum horizontal stress.

An example of calculating the shear failure gradient in the interval of clay rocks in one of the oil fields in Western Siberia is given. The obtained results confirm that neglecting the anisotropy of the elastic and strength properties of rocks leads to an underestimation of mud density and drilling problems. Laboratory measurements of the mechanical properties of rocks are required for a reliable prediction of the borehole stability.

References

1. Zhang Jianguo, The impact of shale properties on wellbore stability: dissertation of PhD, The University of Texas at Austin, 2005, 260 p.

2. Seehong Ong, Roegiers J.C., Influence of anisotropies in borehole stability, Int. J. Rock Mech. & Min. Sci., 1993, V. 30, no. 7, pp. 1069–1075.

3. Lal M., Kristiansen T., Deem C. et al., Shale stability: Drilling fluid/shale interaction study and shale strength correlations, Amoco Report, 1999,

no. F96-P-99, pp. 96–99.

4. Kovalenko Yu.F., Kharlamov K.N., Usachev E.A., Ustoychivost' stvolov skvazhin, proburennykh na mestorozhdeniyakh Srednego Priob'ya (Stability of well bores drilled in the Middle Ob area), Tyumen' – Shadrinsk: Shadrinskiy Dom Pechati Publ., 2011, 175 p.

5. Karev V.I., Kovalenko Yu.F., Ustinov K.B., Modeling deformation and failure of anisotropic rocks nearby a horizontal well (In Russ.), Fiziko-tekhnicheskie problemy razrabotki poleznykh iskopaemykh = Journal of Mining Science, 2017, no. 3, pp. 12–21.

6. Gazaniol D., Forsans T., Boisson M.J.F., Piau J-M., Wellbore failure mechanisms in shales: prediction and prevention, SPE 28851, 1994.

7. Lekhnitskiy S.G., Teoriya uprugosti anizotropnogo tela (The theory of elasticity of an anisotropic body), Moscow: Nauka Publ., 1977, 416 p.

8. Amadei B., Rock anisotropy and the theory of stress measurements, Springer–Verlag, 1983, 497 p.

9. Wittke W. Rock mechanics, Theory and applications with case histories, Springer–Verlag, 1990, 1093 p.

10. Fjaer E. et al., Petroleum related rock mechanics, Elseveir, 2008, 515 p.

11. Zoback M., Reservoir geomechanics, Cambridge University Press, 2007, 464 p.

12. Sone Hiroki, Mechanical properties of shale gas reservoir rocks and its relation to the in-situ stress variation observed in shale gas reservoirs: dissertation of PhD, Stanford University, 2012.

13. Horsrud R., Estimating mechanical properties of shale from empirical correlations, SPE 56017, 2001.


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