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Scientific Drilling, No. 11, March 2011
Science Reports
carried out during the summer of 2004, involved rotary drill-
ing vertically to a depth of ~1.5 km, then steering the well at
an angle ~60° from vertical toward the repeating microearth-
quakes described above (Fig. 3). Note that these earthqua-
kes occur to the southwest of the surface trace of the San
Andreas, which indicates that at this location the fault dips
steeply to the southwest. By design, Phase 1 ended just
outside the San Andreas Fault Zone so that relatively
large-diameter (24.4 cm) steel casing could be deployed and
cemented in place prior to drilling through the active fault
zone where substantial drilling problems might be encoun-
tered. Results from a number of scientific studies carried out
during Phase 1 were needed to establish key engineering
parameters (such as the optimal density of the drilling mud)
for drilling through the San Andreas Fault during Phase 2
(Paul and Zoback, 2008).
Phase 2 was carried out during the summer of 2005.
A relatively large-diameter (21.6 cm) hole was rotary drilled
across the San Andreas Fault Zone (Fig. 3). While many of
the key scientific objectives of SAFOD require recovery of
core samples from the fault zone, we decided to rotary drill
through the fault zone for several reasons. First, rotary drill-
ing is far more robust than core drilling. If the borehole
turned out to be unstable due to the rock being highly bro-
ken up and chemically altered by faulting (which turned out
to be the case), and/or high pore pressure was encountered
in the fault zone at depth (which was not the case), it would
be much easier to deal with such problems and ensure that
we would make it all the way across the fault zone with rotary
drilling rather than core drilling. Second, rotary drilling pro-
duces a larger diameter hole than core drilling. This was
needed to carry out a wide range of sophisticated geophysi-
cal measurements (especially well logs) in the fault zone
with equipment developed for the petroleum industry. When
drilling problems are encountered during coring, it is com-
mon for the drill rod to get stuck in the hole. When this hap-
pens, the sizes of drill bit and coring rods are reduced so that
coring can continue through the bottom of the stuck coring
rod. Consequently, the diameter of core holes start relatively
small and potentially reduces rapidly. As illustrated below,
these geophysical measurements proved to be critical for
defining the nature of the overall fault zone as well as the
active shear zones within it. The final reason for maintaining
a relatively large-diameter hole was related to deployment of
the observatory instrumentation in the fault zone after drill-
ing. It was important to complete the well with sufficiently
large-diameter casing (17.8 cm) to allow a suite of seismo-
meters and accelerometers to be deployed in the borehole.
Phase 3 was carried out during the summer of 2007; it
involved drilling multi-lateral holes which start by milling a
hole in the side of the steel casing in the Main Hole. By using
multilateral drilling to create secondary holes at optimal
locations (a technology that is now commonplace in the
petroleum industry), we could direct coring efforts within
the most important intervals identified during Phase 2. By
addition, stress measurements in the Pilot Hole were found
to be consistent with the strong crust/weak fault model
discussed above (Boness and Zoback, 2004; Hickman and
Zoback, 2004). In other words, stress differences in the crust
1.8 km from the San Andreas were high and consistent with
Byerlee’s law, whereas the direction of maximum horizontal
stress in the lower part of the hole was nearly orthogonal to
the San Andreas Fault. Furthermore, heat flow measured to
2.2 km depth (Williams et al., 2004) was found to be consis-
tent with shallower data in the region, confirming that the
shallow measurements are not affected by heat transport
and thus indicate no frictional heat being generated by slip
on the San Andreas Fault. Hence, the Pilot Hole confirmed
that the SAFOD site was indeed an appropriate site for
examining possible explanations for the San Andreas stress/
heat flow paradox.
After drilling and downhole measurements were complet-
ed, the Pilot Hole was used for deployment of a vertical seis-
mic array to record naturally occurring microearthquakes
and to image some of the large-scale structures at depth in
the vicinity of the San Andreas (Chavarria et al., 2003; Oye
and Ellsworth, 2007). This array was also used to record sur-
face explosions as an important part of the effort to constrain
seismic velocities in the vicinity of the borehole for achiev-
ing the best possible locations of the target earthquakes
(Roecker et al., 2004). Use of the Pilot Hole for experiments
such as cross-hole monitoring of time-varying shear velocity
(Niu et al., 2008) will continue to produce interesting results
for years to come. From an engineering perspective, by es-
tablishing the depth to basement and the conditions affect-
ing drilling in the upper sedimentary section, the Pilot Hole
helped establish key aspects of the engineering design of the
upper part of the SAFOD Main Hole.
SAFOD Main Borehole
A great deal of engineering and operational planning went
into SAFOD, since drilling, coring, and scientific measure-
ments in the hostile environment of an active, plate-bounding
fault zone had never been attempted before. A number of sci-
entific workshops were held on drilling and downhole
measurements, fault zone monitoring, and core handling. In
addition, a formal advisory structure was established to take
advantage of the knowledge and experience of scientists
from universities, the USGS and U.S. Department of Energy
(DOE) national labs, and the petroleum industry. A Scientific
Advisory Board provided high-level scientific guidance for
the project. Technical panels on drilling, coring, and safety,
downhole measurements, core handling, and downhole
monitoring provided invaluable advice on literally hundreds
of issues affecting how the project was eventually carried
out.
One of the most important aspects of the SAFOD opera-
tional plan that came out of this planning process was to
carry out the project in three distinct phases. Phase 1,