THE ORIENTATION CONSIDERATION: A REVISED NUMERICAL MODEL OF JOINT DEVELOPMENT
Our model relates joint spacing to the thickness and elastic properties of the jointed layer and the bounding layers, the degree of strain, and the angle (θ) between the jointed layer and the extension direction. Joint spacing increases as θ increases, and θ reaches an upper limit above which joints cannot develop. The value of this limit depends on Young's modulus and tensile strength of the stiff layer and the degree of strain. Reasonable values for elastic moduli of stiff deformation bands bounded by relatively weak sandstone result in an upper θ limit of approximately 40°. Deformation bands that are more than 40° oblique to a concurrent or later extension direction should not develop joints.
We gathered joint spacing, layer thickness, and orientation data from jointed deformation bands at six field sites in southern Utah. At each site, deformation bands contain joints that are perpendicular to the S2 (intermediate principal stretch) direction associated with deformation band formation, implying that joints developed almost immediately after deformation bands. At all field sites, deformation bands that are more than 40° oblique to the S2 direction do not contain joints perpendicular to S2. The influence of θ, the angle between a deformation band and a concurrent or later extension direction, is a crucial consideration in predicting the presence and abundance of joints in deformation band shear zones in subsurface petroleum reservoirs.