California Creepmeters

 

Roger Bilham, Naia Suszek and Sean Pinkney

CIRES & Department of Geological Sciences
University of Colorado Boulder CO 80309-0399

 

 

INTRODUCTION

 

A handful of faults in California manifest some form of surface creep: afterslip, episodic slip,  steady slip, or triggered slip. Creep can be considered a proxy for shear strain applied to a fault, although its rate is sensitive also to fault normal stresses, and variations in the frictional properties of the near-surface fault. Creepmeters afford a view of fault activity with micron precision, at rates of up to 5 mm/minute, though creep rates on most California faults are typically less than a few mm/year.  This article summarizes the current status of creepmeters in California and their contribution to the study of plate boundary slip. We describe two new creepmeters: one designed for autonomous year-long deployment with 10µm precision, and another with mm precision and 3 m  range designed to capture pre-seismic, co-seismic and afterslip associated with seismic rupture. We discuss a third system that provides both high resolution and large range. The anticipated availability of displacement and strain-fields applied to California faults following the successful implementation of the Plate Boundary Observatory (PBO) promises new insights in the mechanism of creep, and its potential utility in the study of the earthquake cycle.

 

Fig. 1.  The depth to which creep extends, and the applied strain rate, determines the creep rate of a fault. A creepmeter monitors fault slip between two monuments on either side of a fault as the varying displacement of the free end of an inextensible rod.

 

Creep occurs in the shallow parts of certain faults (Figure 1). Its rate is proportional both to the depth to which it occurs, and to the rate at which shear stress is applied to the fault (e.g. Savage and Lisowski, 1992).  The depth to which creep occurs is determined by the physical properties of the fault zone, but it is partly proportional to the fault-normal stress applied to the fault, and to the fault-normal stress.  Thus a change in creep rate may accompany either a change in fault-parallel shear stress or a change in fault-normal stress applied to a creeping fault. Creeping faults are a proxy for applied strain. For example, strain released by the Loma Prieta earthquake modified the creep rate on the Hayward, Calaveras and San Andreas faults in succeeding years (Lienkaemper et al., 2001). Similarly the strain changes that accompanied the Landers earthquake sequence modified creep rates in southern California (Lyons and Sandwell, 2002).

                                                                                                                           

Creep reduces the strain energy near a fault zone potentially available to drive a future earthquake.   The relation between shear stressing rate , and surface creep rate  for a long fault locked between an upper depth  d and lower depth D is

 

        

(Savage and Lisowski, 1993). For the Hayward fault ≈ 0.2 microradians per year where µ is the rigidity of the crust (≈30 Gpa).  The rate of slip of the fault below depth D=10 km is assumed to equal the geologic slip rate on the fault. Hence if the depth of creep (the upper locking depth), remains constant,  the creep rate is related to the stressing rate.  A creep rate of 5 mm/yr corresponds to a locking depth of 5.3 km.

 

If the locking depth remains constant, changes in the rate of creep on the fault indicate changes in strain rate applied to the fault.   However, a change in the locking depth may also accompany changes in fault zone rheology, or fault-normal stress.  The interpretation of creep as a proxy for applied strain has most utility in locations like the northern Hayward fault, where stick-slip behavior appears to be absent.  A creepmeter across such a fault acts as strain-meter that samples strain averaged over many km along the fault and several km from the surface to the locking depth.  In this sense a creepmeter is less sensitive to local sources of strain "noise" than is a borehole strainmeter.  In practice other forms of noise exist in the fault zone that may be difficult to characterize (e.g. surface soil moisture changes).

 

Four types of aseismic slip process have been quantified on surface faults.  A fifth form of creep – precursory slip - remains enigmatic. In each process surface slip occurs without the radiation of seismic energy:

 

Steady-state creep:  Parts of the San Andreas fault in central California and the Hayward fault are observed to slip linearly with time.  The slip rate in some locations (e.g. the northern Hayward fault) is linear to within 1% over many years.

 

Fig. 2. Creep at Temescal Park on the Hayward fault near Oakland exhibits approximately linear creep at 3.5 mm/year.  The creep signal here sampled by a 148-m-wide alignment array is 3.9 mm/year (Galehouse and Lienkaemper, 2001), similar to the rate sampled by the 15-m-wide aperture of the creepmeter.

 

Creep events: Creep events occur when slip accelerates over a few hours or days.  These events start impulsively with slip rates of up to a few mm per minute and asymptotically approach a low creep rate within a few hours or days (Bilham, 1987).  On some faults creep events are superimposed on a steady background creep-rate suggesting that steady slip may occur in the uppermost surface layers, with creep-events occurring as stick-slip events at deeper depth (Bilham and Behr, 1992). Creep events have been observed to accompany, or follow slow earthquakes at depth (Linde et al., 1992).

Fig. 3  An 8 mm amplitude double creep event on the Superstition Hills fault near Imler Road (16 July 1991) with a duration of 2 hours. Sample interval is 1 minute (from Bilham and Behr, 1992)

 

 

Afterslip:  When fault creep occurs as afterslip, it causes surface slip to rise asymptotically to match coseismic slip at depth.  It is probable that no surface slip occurred during the mainshock of the 1987 Superstition Hills earthquake, and all surface slip (>1 m) developed subsequently (Bilham, 1989), 90% of it occurring in the three years following the earthquake.  The logarithmic decay of slip observed in Parkfield in 1966 suggests that surface slip on the San Andreas fault was also small during the mainshock (Smith and Wyss, 1968), but approached coseismic slip amplitudes in the following few years.

Fig. 4.  Three years of afterslip on the Superstition Hills fault.   Afterslip is observed to be formed from a sequence of creep events imposed on a steady background slip.  The two processes appear to be caused by creep occurring at different depths. Episodic creep occurs in a transition zone below a shallow part of the fault zone that slips steadily between creep events (Bilham & Behr 1994).

 

Triggered slip: Earthquakes on nearby faults have been found to increment surface slip on creeping faults (Allen et al., 1972).  Triggered slip is initiated at the time of passage of large amplitude surface waves (Bodin et al., 1994).  Both dynamic and static stresses appear responsible for triggering surface faults (Kilb et al. 2000; Gomberg et al., 2001; Du et al.,  2004).

Fig. 5.  Slip triggered on the Superstition Hills Fault at Imler Road by the Landers earthquake. Triggered slip occurred during the passage of Raleigh waves from the Landers mainshock (from Bodin et al, 1994).

 

Precursory creep: A fifth form of creep – precursory slip – has yet to be quantified on a surface fault.  It may have preceded the 1966 Parkfield earthquake, as suggested by the anecdotal breakage of a water pipe across the surface fault some eleven hours prior to the earthquake.  The possibility that slip accelerated prior to the earthquake is considered an important motivation for monitoring fault creep. However, the logarithmic afterslip decay curve at Parkfield  Smith and Wyss, 1968) indicates that slip was small at the time of the 1966 aftershock suggesting that if any precursory accelerated creep occurred, its amplitude was probably small.

 

Creepmeters

 

Steady creep on the San Andreas fault system has been documented for more than four decades (Tocher, 1960; Steinbrugge and Zacher, 1960).  Creep was discovered as surface afterslip in Parkfield in 1966, and as triggered-slip in the Coachella Valley in 1968.  In 1970 creep was reported to have occurred on the Anatolian fault near Ismet Pasa (Ambraseys, 1970), and triggered slip has been noted subsequently (Dogan et al., 2003). Surface creep also occurred on the Xianshuihe fault in the form of afterslip following the 1973 Luhuo earthquake (Allen, 1991; Bilham, 1992), and on the Chihshang reverse fault in eastern Taiwan (Lee et al., 2001). Minor afterslip was reported following the Dasht e Bayaz earthquake of 1968 ( King et al., 1975) and across the Nahan thrust in the Himalaya (Sinvhal et al., 1973).

 

Soon after the discovery of fault creep in 1956 in California,  a program of measurements using theodolites and dial gauges instruments was initiated to quantify the slow aseismic movement of surface faults (Yamashita and Burford, 1973; Nason et al., 1974; Schultz, 1989).  The dial gauge devices used invar rods, installed obliquely at 45° and at shallow depth across the fault.   Early creepmeter sensors used a filament wound around the shaft of a low-friction potentiometer to provide an electrical measure of creep suitable for telemetry or local recording, but these simple sensors were subsequently replaced with zero-friction LVDT's (Linear variable differential transformers). Twenty-one of these early creep-meters continue to be operated by the USGS using telemetry to bring the data to Menlo Park. Several creepmeters have operated briefly in post-seismic investigations (Bilham, 1989; Bodin et al, 1994; Behr et al, 1994, but with the exception of five new creepmeters on the Hayward fault (Bilham and Whitehead, 1997) no new permanent creepmeters have been installed,

Fig. 6 Schematic views of four creepmeter piers in use in California.  Three helical piers (one driven vertically and two at 45° away from the fault) are used for each pier in the Hayward creepmeter array. They meet at a point and are welded roughly 1 m below the surface.  An experimental inclinometer system was installed in Fremont on the Hayward fault whose tilt at every 50 cm segment of the borehole may be monitored using a force–feedback tiltmeter (Bilham1995). Most creepmeter piers, however, consist of augered pillars cemented in place.  Hand-driven reinforcing bar is typically used in afterslip studies.   The vertical piers of a 30° -oblique and 30-m-long creepmeter are less than 7.5 m from the center of a 1-m-wide fault.  Since most creeping faults are several meters wide the mounts can easily be within the shear-strain-field of the creeping fault unless special care is taken to lengthen the creepmeter sampling interval.


The most important improvement in creepmeter design in the past decade has been the introduction of deep anchors.  These are costly (≈$6k) but only with their introduction has it been possible to obtain reasonable immunity to soil expansion and contraction effects (<1 mm/year) caused by variations in soil moisture.   Two types of end monument have been tested: deep vertical pillars whose lateral  offset can be monitored relative to their base, and helical piles driven in the form of a buried tripod.  Both mounts terminate beneath the surface and define the attachment points of the creepmeter on either side of the fault. The assumption in both is that at some depth, horizontal displacements caused by random and systematic soil motions are negligible. An advantage of the drilled pillar approach is that it effectively monitors the decay in these lateral motions with depth (Bilham, 1993; 1997), however, its slender pillars (30 cm diameter and 30 m deep) may be deflected by lateral forces in the near surface.  These motions may occur between inclinometer measurements, although they could, in principle,  be measured using a continuous recording tiltmeter.

 

Helical piles have the benefit that if the screw-helices that terminate the base of the piles are sufficiently deep (e.g.≥10 m), lateral motions of the attachment points of the creepmeter are negligible. Helical piles tend to remain stable even under large loads. They were developed as supports for rail- and road- bridges crossing rivers, or as pilings for ocean-front piers.  Helical piles are driven into the ground by powerful hydraulic rotary torque motors. Five-cm-square, 3-m-long bars are added incrementally until the helix refuses to drive deeper.  In some helical piles a 3 inch galvanized steel pipe is used instead of 2 inch square-section bar.

 

An assessment of noise in the Hayward creepmeters suggests that engineered piers contribute less than 1 mm/year of noise to the creep signal in the Bay Area ( Bilham 1987) demonstrating that even in expansive clay environments reasonable immunity to moisture signals can be obtained. Random noise levels in the creepmeter data are of the order of 0.2 mm/yr but it is difficult to evaluate the contributions from flooding and thermal effects on the creepmeter rods.   Despite the advantages of engineered mounts, the five Hayward fault creepmeters alone are equipped with helical piers.  Unfortunately most of the aging California creepmeter array operates with shallow anchors with poor immunity to surface moisture changes.  

 

Length-standards and rods

 

New materials are now available for the length-standards that cross the fault.  While invar rods remain in use, they are heavy and can corrode. The availability of quartz fiber, glass fiber and carbon fiber rods provides similar low thermal coefficient materials with densities almost five times lower, and a superior resistance to corrosion (Table 1). These tough, low-density, length-standards can slide through buried pipes with reduced stick-slip behavior.  While suspended catenary wires boast zero friction when installed within large diameter buried tube, they are impractical for wide fault zones requiring installations whose lengths exceed 20 m.  This is because the resonant frequency becomes unmanageably low as the wire length increases.  Longitudinally stiff rods in telescopic plastic jackets can be used in fault zones more than 100 m wide although the longest creepmeter currently in use is 33 m long.  Stick-slip behavior of up to 0.5 mm is manifest in rod type creepmeters, aggravated by the entry of grit into the guide tubes. Such behavior can be reduced using rolling supports or flexure guides.


Table 1  Properties of six-mm-diameter  rods used in creepmeters

 

Material                  Thermal Coefficient of linear expansion             cost/m

Invar                                        0.93-1.0 x 10-6/°C                               $10/m

Glass fiber composite             6.5 x 10-6/°C                                        $7/m

Quartz fiber (Teflon-coated)  8.7 x10 -6/°C                                        $15/m

Quartz fiber composite           -0.64 x10 -6/°C                                    $15/m

Carbon Fiber composite         0.32- 0.65 x 10-6/°C                            $17/m

 

Transducers

 

Sensors used in present creepmeters are invariably LVDT's since these can operate submersed underwater for extended periods; a typical condition when the water table rises during the rainy season in California.  Capacitative sensing digital calipers were used in afterslip studies in southern California but these proved unsuitable in wetter climates. Recent developments in low power LVDT's permit the autonomous operation of creepmeters for prolonged periods.

 

 

Micro-power creepmeter

 

A creepmeter capable of operating from alkaline cells for a year is an appealing instrument where vandalism is endemic (most of the world, unfortunately), or where no surface expression of a buried instrument is permitted (e.g. National Parks).  A micro-power creepmeter can be buried completely and its data retrieved annually, or when needed.

 

 

Fig. 7.  Circuit diagram for a low power creepmeter.  The measured transducer rise-time in switched operation is approximately 5 ms (left), resulting in an  average power consumption of 11 µW at 1 sample per minute.  The LVDT is calibrated ±0.9 volt beyond its 25.4 mm linear range to utilize the full 34 mm range of the transducer. The batteries and recorder are sealed within a 10 cm diameter PVC tube, and the LVDT body is coated with silicon grease to permit prolonged underwater operation.

 

The micropower creepmeter is based on a DC-SE 1000 Schaevitz 25.4-mm-range transducer that operates from a single sided 9 V power supply at 6 mA.  To prolong battery power the LVDT is switched on 10 ms prior to data acquisition and is powered off for most of the time (Figure 7).  Switching is controlled by an Onset Microstation 12-bit data logger.   The data logger reads 32 samples in the succeeding 2.5 ms and stores the average.  Temperature (0.02°C resolution) and displacement (6µm resolution) can be measured once per minute for 170 days,  once every two minutes for 340 days, or longer at lower sampling rates.  The Onset data logger includes a 512 Mb non-volatile memory. Although AA batteries can power the LVDT for a year, six D-cells are typically deployed.

 

The range of the transducer is extended by 25% (i.e. by ±4.5 mm) beyond its linear 25 mm range by calibrating the LVDT in the laboratory prior to deployment.  The batteries and data logger are installed in a 10 cm diameter PVC tube with a rubber lid that is sealed and buried with the LVDT sensor.  Since the carbon fiber or invar rod is buried at 30° to the fault and fastened rigidly to the ground on the far side of the fault, displacements measured by the transducer  must be increased by 15% (1/cos(30°)) to convert them to displacements parallel to the strike of the fault.  Hence the operating range of the transducer is effectively 39 mm, and the corresponding strike-slip, least-count resolution is 10 µm.  This displacement corresponds to a temperature increase of 1°C in a 10 m long carbon fiber rod.  Annual thermal variations at 30 cm depth in the Imperial valley have been measured to exceed 30°C (Bilham and Behr, 1992), hence it is necessary to measure the temperature of the length-standard despite its low thermal coefficient. A longer range LVDT could also be used to double or quadruple the range of the creepmeter, but few California faults slip at rates exceeding 30 mm/year.

 

 

Co-seismic slip recorders with >1 m range 

 

Creepmeters are designed to measure interseismic creep, and are typically unable to measure slip during an earthquake, since rupture quickly takes them outside their limited operating range.

Fig.8. An increase in transducer sensitivity accompanies the progressive localization of shear in a fault zone. For finite creep, a creepmeter at 30° to a fault measures creep attenuated by 1/cos30.   In the case of a creepmeter rod dragged parallel to the fault the transducer monitors the full slip of the fault.

 

An example as to the probable behavior of a creepmeter during an earthquake is afforded by the destruction of the Caltech creepmeter across the Superstition fault during the 1987 Superstition Hills earthquake. The pipe assembly of the Caltech creepmeter was destroyed by afterslip on the fault, but the stainless-steel wire length standard of this creepmeter was dragged through the fault zone intact.   The creepmeter was not being recorded electronically at the time of the earthquake,  and the limited range of the beam balance that held the wire in tension resulted in the wire detaching from the balance early in the afterslip process.

 

Slip on the fault during an earthquake tends to confine the normally broad shear zone of a creeping fault into a narrow shear zone.  This enhances the sensitivity of the creepmeter to fault-parallel slip. (Figure 8).   A creepmeter crossing a uniform shear zone at an oblique angle, ø, has a sensitivity to dextral slip such that the measured displacement must be multiplied by 1/cosø to derive true dextral slip.  The narrowing of the fault zone during earthquake slip reduces this obliquity. In the extreme case, the rod would be bent to follow the fault zone, i.e. ø=0.  The geometry of the bent rod would therefore need to be examined after the earthquake to determine the appropriate afterslip calibration factor.  Carbon fiber rods are considerably tougher than the clays and soils of the fault zone.  Hence, providing the remote end of the rod remains fixed securely to an engineered mount, the rod will be drawn through the fault zone despite large shearing forces in shallow soils.

 

Creepmeters, briefly installed in 1970 by Nason, used a continuous rotation potentiometer with a wire length-standard held in tension by a constant-tension spring motor, and this was able to maintain high-resolution over large range, limited only by the dynamic range of the strip chart recorders then available. Two minor problems attend this arrangement- a dead zone at the transition from track-maximum to track-minimum, and the tendency for the fiber to slip on the shaft.

 

Digital shaft encoders overcome the errors associated with continuous-turn potentiometers, however, the problem of shaft slip remains unless a beaded-cable or chain is used to connect the rotating shaft to the length standard. In the late 1980's Kerry Sieh devised a digital fault velocity meter for use in Parkfield based on a shaft encoder. During rupture this above ground slip meter records the time taken for equal increments of fault slip to occur.  The arrangement requires limited  data  storage because no data are recorded only during the time that the fault is inactive.

 

Fig. 9  Inexpensive slip meter with 3 m range and 1 mm resolution.  Power is supplied by an ONSET data logger which records a sample at ten minute intervals for a year (12 days at a 1 s sample interval in afterslip studies).

 

We have devised a simple rupture meter to capture coseismic slip and afterslip of up to 3 m. The instrument consists of a ten-turn precision potentiometer attached to a 30 cm circumference drum on which is wound 3 m of Teflon-coated stainless steel wire. The wire is attached to the drum and is wound in a single layer.  The free end of the wire is attached to the creepmeter fault-crossing rod, and is held in tension by a constant-tension spring motor attached to the drum (Figure 9).  A precision of 1 mm and an accuracy of 7 mm is obtained using an Onset H12 data logger. As in the low power system described above, the data logger switches power to the device for 10-15 ms before data are sampled. It then goes into a "sleep mode" between samples.  A sampling interval of 10 minutes affords 12 months of self-powered operation from 4 AA cells. At  one sample per second 12 days of operation can be stored before data must be downloaded.

 

We have also tested an extended–range LVDT sensor designed to measure pre-seismic, coseismic and post-seismic surface slip of more than 2 m to 10µm precision.  The long range is achieved using a pair of coaxial LVDTs with through-going bores. A segmented multiple core is assembled from ferrite cores separated by non-magnetic spacers of identical length (Figure 10c).  Linear displacement of the core assembly through the LVDT assembly ramps the measured voltage through the linear range of each transducer over a cumulative distance, limited only by the number of cores and spacers installed.   For example, in our experimental prototype 20 cores separated by 19 spacers provide a total measurement range of 2.03 m.  The ferrite-core string is supported in a transparent tube as shown schematically in Figure 10b.

 

 

Figure 10a shows a long range creepmeter across an active fault.  10b illustrates a string of ferrite-cores and spacers arranged to be pulled through the LVDT by fault motion, and 10c illustrates the voltage output from the two LVDTs.  LVDT#1 is shifted by approximately 1/2 a core length.  A 3-channel data logger records the two voltages and temperature.  The data are reconstructed from the linear portions of each LVDT output.  Transition voltages for microprocessor reconstruction of a 40 cm displacement signal are indicated in the figure by circles. A displacement resolution of 6 µm is thereby obtained over a measurement range of >2 m. The two LVDT's each consume 6 mA at 8V.

 

Measurements with segmented cores reveal that each LVDT has two usable measurement states: the first corresponds to the linear range when the central core links the primary coil to the two surrounding secondary coils, the second, with opposite polarity and reduced linear range, when a spacer lies at the center and the two cores adjoin the secondary coils.  The output from this arrangement is an approximate triangular wave.  To avoid using the non-linear region near the crest of each wave, the offset between the two transducers is shifted so that the linear range from one corresponds to the turning point of the other. The use of two LVDT's in close proximity requires the use of a shared oscillator to prevent mode-pulling.

 

At a sample rate of 1Hz, the multiple LVDT sensor can record cumulative slip accurately for fault-slip velocities less than 0.01 m/s.  LVDT's are bandwidth limited to approximately 200 Hz and at this sampling rate fault slip velocities of up to 2 m/s could be captured.  A sensor suited to recording the rapid velocities anticipated in surface ruptures associated with a ripple-type pulse (Andrews and Ben Zion, 1997) would therefore need to adopt different technology.  A shaft encoder with a digital counter would provide a simple method to measure slip velocities of several 3 km/s.

 

future  Creep  investigations

 

Creepmeters are absent in the planned inventory in the Plate Boundary Observatory instrumental pool, partly because a large array of creepmeters has already been installed and operated by the USGS for the past 30 years, and partly because creep is usually considered a surface phenomena contributing little to our understanding of the process zone of earthquakes.  However, the creepmeter pool is based on old technology.  In particular, the absence of stable piers in the California creep array is likely to hinder the interpretation of strain and displacement data from the planned expansion of continuous GPS tracking sites and borehole strainmeters.

 

Surface creep occurs in northern California on the Maacama, Concord, Hayward, and  Green Valley faults, on the San Andreas fault in central California, and on the Eureka Peak, San Andreas, Imperial, Superstition Hills faults in southern California.  The reason why so many of California's faults creep remains speculative.  Allen (1968) noted that an abundance of low friction serpentenite in the fault zone might be the cause for surface slip, and Sieh and Williams (1990) propose that thick water-saturated sediments may be responsible for creep in the Coachella Valley.  

 

Creep rates are demonstrably modulated by strain-fields applied to the fault zone.  These rate changes are most clearly expressed following the stress changes imposed by nearby large earthquakes on creeping faults (Mavko et al., 1985; Schulz et al., 1990; Galehouse and Lienkaemper, 2001, Simpson et al., 2001; Lienkaemper and Galehouse 2002, Lyons and Sandwell, 2002).  Surface creep accompanies slow earthquakes at depth (Linde et al., 1992).   Some observational data suggest that creep rate changes precede local earthquakes (Sylvester, 2004) as may be expected from theoretical considerations. For example, post 1997 slowing in the creep rate on the Hayward fault at Fremont to 5.1 mm/year may signify stress changes related to the future earthquake processes there (Figure 11).

 

Until now, the noise levels of most creepmeters have prevented the full exploitation of the information contained within creep signals.  Whereas considerable funds are typically expended in the installation of GPS instruments whose anticipated maximum resolution is currently ≈1 mm, no similar effort has been devoted to the monumentation of creepmeters whose displacement resolution is ≈1 µm.  Strainmeter anchoring methods yield micron-level stability relative to points at depth (Wyatt, 1982; Wyatt et al., 1982, Zumberge and Wyatt, 1998), but there is no simple way to determine what constitutes an acceptable depth for anchoring instruments close to fault zones.  Very often a creepmeter monument is installed in heterogeneous fault gauge and the symmetry of typical strainmeter anchors is inappropriate due to the proximity of the fault (7.5 m from the monument in a 30-m-long, 30° oblique installation).


The Hayward creepmeter array provides a guide to an appropriate anchoring depth in Bay Area muds. An inclinometer borehole at Fremont penetrates to ≈30 m below the surface (Bilham and Whitehead, 1997; Bilham 1998) and the lateral displacement noise level falls by a factor of 5 or so below 10 m depth (Figure 11).  At shallower depths soils lag or lead deeper fault motion by up to 5 mm, whereas the depth interval 10-20m behaves monolithically to within 1 mm. However, in Fremont, an inferred splay fracture from the main fault may be responsible for this abrupt decay in surface noise-level below 10 m. The nearby helical pile monuments here are anchored to 10 m depth.

 

 

 

 

 

 

Fig. 11. Creep on the Hayward fault in the past decade has been monitored both by surface creepmeters and by a borehole inclinometer that penetrates the fault between 20 and 22 m depth (due to the serendipitous 70°SW dip of the fault). The 2.5-m-long segment of the inclinometer hole crossing the fault tilts by 0.17°/year. Each vertical line represents the sequential  measurement of 50 cm borehole segments from the top to the bottom of the hole (dates indicated above) differenced from a measurement in July1994. After initial borehole settlement (pre-July 1994 data are negative from zero), lateral noise falls off rapidly below 10 m depth.  The vector plot shows the displacement of the top of the borehole ( in the hanging wall) relative to the base (in the footwall).

 

 

The creepmeters described in this article adopt relatively low level technological solutions to the measurement of fault creep.  They permit, in principle, creepmeters with lengths of 10 m-100 m,  although the longest yet installed is approximately 33 m.  More complex measurements may be envisaged that could surpass the accuracies available to mechanical creepmeters.  For example, fiber optic methods are suitable where slip, and therefore strain is not excessive (Zumberge and Wyatt, 1998), and provide a potential measure of interseismic creep rates in boreholes drilled across fault zones at depth.  Inclinometer holes similar to that shown in Figure 11 equipped with continuous recording tiltmeters would permit creep to be measured at depths of several km. Although the maximum creep signal decays with depth, the noise level decays much faster.  Therefore  creep measurements at great depth may not necessarily be advantageous.  Automatic precision levels monitoring horizontal bar-coded leveling staffs, could be adapted to measure lateral slip across fault zones without the need for an oblique fault-crossing length standard, although the disadvantage of surface instruments is that they are prone to vandalism.

 

The promise of new data from PBO describing the strain-fields applied to California's creeping faults suggests that a corresponding improvement to the existing California creepmeter array would be of great value.  It is likely that such an investment in instrumentation will result in a clearer understanding of the physics of creep, an incremental improvement in the utility of monitoring surface creep, and its increased adoption as a fundamental tool for monitoring the earthquake cycle.

 

Acknowledgements

 

Creepmeter studies in California are funded by the U.S Geological Survey NEHRP programs.  This work has received generous support from Malcolm Johnson,  Doug Myren, Vince Keller and Stan Silverman, and builds on the early contributions of Bob Burfurd and Bob Nason. The maintenance of the Hayward creepmeters, undertaken collaboratively with Kate Breckenridge and Scott Whitehead  between 1993 and 1997,  was resumed in 2004 by grant USGS 04 HQAG0008.  Data may be viewed unprocessed at  http://quake.wr.usgs.gov/research/deformation/monitoring/data/sf.creep.7.html

and in processed form (with thanks to Susanna Gross) at http://strike.colorado.edu/~sjg/creep

 

 

References

 

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Allen, C. R., Wyss, M., Brune, J. N., Grantz, A., and Wallace, R. E., 1972, Displacements on the Imperial, Superstition Hills, and San Andreas faults triggered by the Borrego Mountain earthquake: U. S. Geological Survey Professional Paper 787, p. 87-104.

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