EXPERIMENTALLY PRODUCED DEFORMATION BANDS IN ETCHEGOIN SANDSTONE: IMPLICATIONS FOR INFERRING STRESS DIRECTIONS IN CENTRAL CALIFORNIA
We conducted triaxial deformation experiments on cylindrical cores of Etchegoin sandstone that do not host deformation bands to better understand how deformation bands form in response to applied stress and strain. During the experiments, confining and pore fluid pressures were held constant and simulate conditions at approximately 1 km depth. A piston applied an axial load and advanced at a constant axial strain rate on the order of 10-7 to 10-6 s-1. Samples were deformed up to 10% axial strain and exhibited overall strain hardening. The suite of experiments was conducted with the axial stress parallel and perpendicular to bedding and at axial strains between 2 and 10% to examine how these variables affect deformation band formation.
Deformed samples either contained deformation bands or showed no signs of strain localization. Where possible, we measured the angle between the applied maximum compressive stress and the deformation bands. Thin sections from cores, impregnated with blue epoxy, allow us to make direct microstructural and petrophysical comparisons between experimentally formed and natural deformation bands in the Etchegoin formation.