Several well-known mechanical models have shown that unusual boundary
or loading conditions can alter principal-stress orientations into con
figurations consistent with low-angle normal faulting. Such models, ho
wever, have not demonstrated whether magnitudes of reoriented stresses
are sufficient to initiate and promote slip on low-angle surfaces. We
present the results of simple Coulomb failure analyses to determine w
hether, and where, such models predict frictional slip, assuming geolo
gically plausible boundary stresses, pore pressures, and rock strength
s. Models that invoke a sizable shear traction at the base of the uppe
r crust or spatially varying loads on the upper crust reorient princip
al stresses and failure planes but do not produce frictional failure o
n crustal-scale detachments either in the absence of pore fluids or at
hydrostatic pore fluid pressures. Models that reorient stresses by mi
dcrustal dike intrusion produce slip on low-angle surfaces at relative
ly deep crustal levels but only in the area of the dike tip; the low-a
ngle failure surfaces curve into a high-angle orientation a short dist
ance from the dike. All of these models also imply unsustainably high
absolute tensile stresses in the upper 5 km of the crust and suggest t
hat, in any system in which stresses are allowed to evolve over time,
failure and stress release will occur on high-angle faults before low-
angle ones have developed. These assertions are true even when near-li
thostatic pore pressures are assumed, unless there is an inhomogeneous
, extraordinarily fortuitous distribution of pore pressures and rock s
trengths at the time of initiation of a new detachment fault. One mode
l we tested, for example, required pore pressures exceeding 0.96 times
lithostatic in the area of the hypothesized low-angle normal fault, w
ith lower pore pressures both above and below the detachment to preven
t slip and stress release on high-angle normal faults in the upper par
t of the modeled region and on low-angle thrust faults in the lower pa
rt.