Effects of Temperature on the Frictional Behavior of Material from the Alpine Fault Zone, New Zealand
Abstract:
We tested five samples from DFDP-1B: two chloritic cataclasites from 111.5 m and 127.1 m, PSZ gouge from 128.1 m, and two granitic cataclasites from 130.3 m and 142.9 m. We powdered and sieved samples to <106 µm, and conducted shearing experiments on gouge layers in a triaxial saw-cut geometry. In our experiments, we sheared 1-mm thick gouge layers at an effective normal stress of 80 MPa, and at temperatures ranging from 23-500°C. In each test, we sheared at an initial velocity of 1 µm/s for ~0.5 mm and then conducted velocity-steps over a range of load-point velocities from 0.1-100 µm/s.
Both the hanging wall and footwall cataclasites exhibit an increase in friction coefficient (µ) with increasing temperature from 0.60-0.64 at 23°C to 0.87 at 500°C, and from 0.45-0.62 at 23°C to 0.70-0.84 at 350°C, respectively. The PSZ material friction coefficient (µ = 0.46) at 23°C decreases to 0.20-0.40 at 180°C, and then increases to 0.87-0.90 at 500°C. All of the samples exhibit velocity-strengthening at 23°C, transition to velocity-weakening at 180-350°C, and remain velocity-weakening once at 500°C. The chloritic cataclasites, granitic cataclasites, and PSZ also become frictionally unstable, producing stick-slip behavior at 350-500°C. We suggest that both the increased frictional strength and the transition to velocity-weakening and unstable behavior with increasing temperature may result from enhanced gouge consolidation and lithification associated with shearing at elevated temperatures.
