MR015-0002
A new method for determining rate-and-state frictional properties from experimental shear stress oscillations, Application to ice-on-rock sliding
Abstract:
Here we take a new approach to determining frictional properties, by examining the frictional response to controlled, harmonic oscillations in the load point velocity. Under the spring-block model, load point velocity oscillations are equivalent to oscillations in the applied shear stress. Many natural fault systems exhibit slip behaviors that depend on harmonic oscillations in applied tidal stresses. Our new method provides a way to study how frictional properties directly depend on parameters relevant to tidal forcing, such as the frequency and amplitude of the tidal signal.
We apply our new methods to a set of ice-on-rock experiments conducted over a temperature range of -16C to -2C. Values of the frictional stability parameter (a-b) determined from oscillations reveal dominantly velocity-weakening behavior across the entire range of experimental conditions. However, values of (a-b) determined from velocity steps in the same experiments yield velocity-strengthening to velocity-neutral behavior. We also show that the elastic stiffness (which we treat as a fitting parameter) depends strongly on the temperature, which is unlikely to be explained by changes in the elastic properties of ice. We suggest that temperature-dependent changes to the condition of the sliding surface cause changes in the elastic stiffness.