Abstract
Three types of fracture intersection with bedding contacts have been investigated within numerical experiments: fracture transection through bed contacts, termination (abutment) at contacts and step-over of fractures at bedding contacts. To evaluate the mechanisms responsible for different fracture intersections with bed contacts, the numerical experiments explored deformation associated with end-member conditions of sliding-only interfaces and opening-only interfaces. A third suite of models explored the combined influence of both sliding and opening, as a fracture approached the interface. In contrast to our initial supposition that interface sliding promotes fracture termination, the sliding-only interfaces encouraged propagation of fractures straight through the modeled interface. In contrast, the opening-only interfaces yielded either fracture termination or initiation of a new fracture near the ends of the open interface segment (several centimeters from parent fracture in these models). These results suggest that local interface opening near the tip of approaching fractures, rather than sliding, is responsible for fracture termination and step-over at bedding contacts. Combined sliding and opening yielded fracture termination in models with weak interfaces ( μ=0; c=0 MPa; T=0 MPa) and either fracture step-over or termination at moderate-strength interfaces ( μ=0.65; c=3.25 MPa; T=5 MPa). Fracture termination occurs at moderate-strength interfaces when the stresses along the interface are not great enough to initiate a new step-over fracture. Fracture termination is more likely under conditions of shallower burial depth, lower layer-parallel effective tension and fluid-driven fracture propagation rather than remote layer-parallel tension. Furthermore, thicker beds and greater layer-parallel effective tension may produce greater distances of fracture step-over than thinner beds and more compressive layers. These results may assist in the prediction of subsurface fracture networks and associated fluid flow paths.
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