“…An alternative, proposed by Hatton et al [2009], invokes a principle of maximum displacement for deformation normal to asperities and of minimum stress for failure under shear. Although novel, the problem with that interpretation is that the attendant model dictates zero shear strength at sliding velocities <4 × 10 −3 m s −1 [see Hatton et al , 2009, Figure 16], contrary to the present observations. Instead, and cognizant of the fact that grain size appears not to be a factor, we interpret the behavior primarily in terms of power law or dislocation creep, an interpretation that has also been offered to account as well for velocity strengthening of other natural materials (halite [ Shimamoto , 1986; Noda and Shimamoto , 2010], quartz [ Chester , 1988; Chester and Higgs , 1992], serpentine [ Reinen et al , 1991, 1992], and granite [ Kilgore et al , 1993]).…”