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C. Morrow

Publications and source records attributed to C. Morrow.

3 recordsLinked to original sources

Permeability of rock samples from Cajon Pass, California

Hydrologic rock properties are important to the debate about the state of stress and heat flow regime of the San Andreas fault. In particular, these properties are pertinent to whether frictional heat generated by high shear stresses can be convected away by circulating ground water, thus accounting for the absence of a measurable heat flow anomaly across the fault. To help resolve this debate, we have conducted laboratory permeability measurements on intact core samples from the Cajon Pass drill hole extracted from depths between 2100 and 3500 m. These rocks were all crystalline in nature, including granodiorites, tonalites, monzogranites and gneisses. Confining and pore pressures matched the in situ pressures for each depth, and distilled water was used as the permeating medium. Permeabilities ranged from 10 −22 to 10 −19 m 2 for effective pressures between 36 and 56 MPa. In general, the permeability values decreased with depth in a manner consistent with earlier studies of rocks between 500 and 2100 m in the drill hole. Petrographic observations indicate that repeated episodes of crack healing and sealing are the mechanisms responsible for the extremely low permeability values. Secondary minerals that seal the microfractures include abundant laumontite, calcite, quartz, chlorite, and other phyllosilicates. The permeability results suggest that water circulation in the vicinity of the drill hole must be restricted to major fracture zones, with minimal exchange of water in more intact regions. This finding is consistent with geochemical evidence of little mixing of the pore waters sampled from different sections of the borehole. The results also suggest that massive water circulation through the bulk of the rock is unlikely as a mechanism for obscuring the heat flow anomaly that would be expected if shear stresses along the San Andreas fault are high.

Geophysical Research Letters

Using drill cutting separates to estimate the strength of narrow shear zones at SAFOD

[1] A technique is presented for estimating frictional strength of narrow shear zones based on hand selection of drillhole cuttings separates. Tests were conducted on cuttings from the SAFOD scientific drillhole near Parkfield, California. Since cuttings are mixed with adjacent material as they travel up the drillhole, these fault-derived separates give a better representation of the frictional properties of narrow features than measurements from the bulk material alone. Cuttings from two shear zones (one an active trace of the San Andreas fault) contain a significant weight percent of clay-rich grains that exhibit deformation-induced slickensides. In addition, cuttings from the active SAF trace contain around 1% serpentine. Coefficients of friction for clay-rich and serpentine grains were 0.3–0.5 and 0.4–0.45, respectively. These values are around 0.12 lower than the friction coefficient of the corresponding bulk cuttings, providing an improved estimate of the frictional strength of the San Andreas fault.

Geophysical Research Letters

Frictional strength and the effective pressure law of montmorillonite and illite clays

Low-strength clay minerals are a common constituent of fault gouges, and are often cited as a possible explanation for the low ambient shear stresses along the San Andreas fault inferred from heat flow constraints and in situ stress measurements. Montmorillonite, the weakest of the clay minerals, undergoes a gradual phase transition to illite with depth. In order to compare the shear stresses supported by these two minerals with those thought to exist along the San Andreas, we have measured the frictional sliding behavior of pure montmorillonite, mixed montmorillonite/illite and pure illite as a function of effective pressure, simulating burial to seismogenic depths. Strength measurements verify that the effective pressure law for friction holds for these minerals under all conditions. That is, the measured stresses were a function of the effective pressure, P c - P p , independent of the choice of confining and pore pressure. This relation, common for many other rock types, was previously untested for these clays under most conditions. Results show that dry samples were consistently stronger than saturated samples, and that strength increased with increasing illite content. In addition, the coefficient of friction increased as a function of pressure for the montmorillonite gouge, but was independent of pressure for the illite gouge. This behavior may be explained by the presence of loosely bonded interlayer water in the montmorillonite, which is squeezed out at higher pressures, changing the frictional characteristics of the clay. The nonexpanding illite was not affected in this way. For the montmorillonite-to-illite compositional profile, an average shear stress of 60 MPa was determined for crustal conditions to 15 km, assuming a normal hydrostatic gradient. If montmorillonite remains stable at depth, the resulting average shear stress is reduced to 30 MPa. In either case, these values are above the 10-20 MPa shear stress limit along the San Andreas inferred from heat flow constraints. Strength may be reduced to in-situ levels if fluid pressures become greater than hydrostatic within the gouge zone.

International Geophysics