Authors
ML Blanpied, CJ Marone, DA Lockner, JD Byerlee, DP King
Publication date
1998/5/10
Journal
Journal of Geophysical Research: Solid Earth
Volume
103
Issue
B5
Pages
9691-9712
Description
We analyze friction data from two published suites of laboratory tests on granite in order to explore and quantify the effects of temperature (T) and pore water pressure (Pp) on the sliding behavior of faults. Rate‐stepping sliding tests were performed on laboratory faults in granite containing “gouge” (granite powder), both dry at 23° to 845°C [Lockner et al., 1986], and wet (Pp = 100 MPa) at 23° to 600°C [Blanpied et al., 1991, 1995]. Imposed slip velocities (V) ranged from 0.01 to 5.5 μm/s, and effective normal stresses were near 400 MPa. For dried granite at all temperatures, and wet granite below ∼300°C, the coefficient of friction (μ) shows low sensitivity to V, T, and Pp. For wet granite above ∼350°, μ drops rapidly with increasing T and shows a strong, positive rate dependence and protracted strength transients following steps in V, presumably reflecting the activity of a water‐aided deformation process. By inverting …
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ML Blanpied, CJ Marone, DA Lockner, JD Byerlee… - Journal of Geophysical Research: Solid Earth, 1998