The procedure to find tensile failure is equivalent to the one used for shear failure, but using a tensile strength failure criterion. For example, consider a place subjected to normal faulting stress regime with oriented at an azimuth of 070 and known values of principal stresses (Fig. 6.24). The maximum stress anisotropy lies in a plane that contains and , perpendicular to a horizontal wellbore drilled in the direction of . For a given rock tensile strength, we can calculate the maximum mud pressure that the wellbore can bear without failing in tension. Fig. 6.24 shows an example of this calculation. The maximum possible corresponds to the wellbore direction with minimum stress anisotropy (blue region), and the minimum possible corresponds to the wellbore direction with maximum stress anisotropy (red region). For example, tensile fractures would tend to occur in the top and bottom of a horizontal wellbore drilled in the direction of .
PROBLEM 6.7: Consider a place with principal stresses MPa, MPa (at 070), MPa, and MPa. Calculate the maximum wellbore pressure at the limit of tensile strength with MPa) for all possible wellbore orientations. Plot results in a stereonet projection.
SOLUTION
TBD
PROBLEM 6.8: Consider a place with principal stresses MPa, MPa (at 070), MPa, and MPa. Calculate the maximum wellbore pressure at the limit of tensile strength with MPa) for all possible wellbore orientations. Plot results in a stereonet projection.
SOLUTION
TBD