Summary
Borehole wall shifts during lost circulations are studied and parameter
studies are conducted for evaluating the magnitude of the shifts under the
following typical drilling conditions.
- slant-crack induced around vertical wells during lost circulations
- borehole wall shifts induced during the drilling of normal, thrust, and
strike-slip fault areas
- borehole wall shifts induced for an inclined well because of a fracture
induced perpendicular to the minimum in-situ stress
Parameters varied are the frac size/wellbore size, frac angle, borehole
pressure, and σH1 , σH2 ,
σV ratio. These analyses are significant for the following
reasons:
- A new fracture model from a borehole is coded using a 3D-dual-boundary
element method. This method allows different displacement and stress traction
at the two fracture surfaces along a fracture plane around a borehole. Note
that other boundary element methods for 3D nonplanar hydraulic fracture
problems have been developed by another group, but these methods did not
include a borehole (Yamamoto et al. 1999).
- Minor borehole wall shifts occur with small-scale fluid losses as observed
with borehole imagers (Maury and Zurdo 1996). Although these minor shifts do
not create drilling problems, the in-situ stresses may be evaluated from the
borehole wall shift if the fractured area is identified by acoustic devices.
The current model quantifies the relation between these shifts and other
parameters (such as the geological properties and frac size and angle).
- Significant borehole wall shifts occur if a lost circulation is significant
and the leakoff plane is inclined with respect to the principal in-situ stress
direction. Some stuck pipe problems may be caused by shear type borehole wall
shifts rather than by borehole breakouts or differential sticking
problems.
Introduction
Previously, stuck pipe problems were assumed to be caused by borehole
breakouts, differential sticking, and cutting pack offs. However, thorough
examinations of borehole walls using borehole televiewers show that some stuck
pipe problems are caused by shear type borehole wall shifts (Maury and Zurdo
1996). Most borehole wall shifts are less than 0.5 in. and do not create
serious drilling problems. However, it has been speculated (Neda ) that
borehole sizes become narrow because of borehole wall shifts, resulting in
drillstring stuck problems during massive lost circulations. In this paper, the
magnitude of borehole wall shifts is evaluated using a 3D-nonplanar fracture
model with a new 3D dual-boundary element method (Giuggiani 1992; Mi and
Alibadi 1992; Fedelinski et al. 1993). The model includes a slant borehole, a
slant circular, or elliptical fracture from a borehole. Since a 3D fracture
induces three stress-intensity factors (first, second, and third type
stress-intensity factors), the fracture normally extends in an elliptical
rather than circular shape. The model is used to analyze borehole wall shifts
under the following three conditions
- Borehole wall shifts induced by a slant crack around a vertical well during
lost circulations by varying parameters (such as frac size/wellbore size, frac
angle, borehole pressure, and the three principal in-situ stresses).
- Borehole wall shifts induced during a small lost circulation at a fault
plane for normal, thrust, and strike-slip fault areas.
- Borehole wall shifts induced for slant wells because of a fracture that is
perpendicular to the minimum in-situ stress.
The results show that the borehole wall shifts are normally minor, as
observed by borehole imagers, if the induced fractures during lost circulations
are small; however, nontrivial borehole wall shifts occur if the lost
circulation is serious and the fracture angle is offset from the principal
in-situ stress directions. In addition, this analysis shows that if the
borehole wall shifts are measured while the fracture is open, the directional
in-situ stress may be inversely evaluated.
© 2008. Society of Petroleum Engineers
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History
- Original manuscript received:
4 June 2006
- Meeting paper published:
24 September 2006
- Revised manuscript received:
16 October 2007
- Manuscript approved:
13 November 2007
- Version of record:
15 September 2008