1999
DOI: 10.1029/1999jb900131
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Conditions for earthquake surface rupture along the San Andreas Fault System, California

Abstract: Abstract. Earthquake ruptures that nucleate along faults at depth can only propagate to the Earth's surface if the shear stresses during faulting exceed the yield strength of the uppermost crust, where fluid pressures are usually hydrostatic. Suprahydrostatic fluid pressures may be required at depth for the seismic reactivation of misoriented faults, such as the San Andreas fault system. Based on fracture criteria for the wall and fault rock, slip events that can cause ground breakage are estimated to occur at… Show more

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Cited by 13 publications
(4 citation statements)
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“…The oblique lines give the pore fluid factors required to reactivate the N130 • E seismic fault for different values of the coefficient of static friction and for different values of differential stresses. Based on stress measurements in deep boreholes (Streit 1999 ; table 1), the value of the differential stress at a depth of 7 km can be estimated at 110 ± 10 MPa.…”
Section: Pore Fluid Pressure Excess Required For Reactivation During mentioning
confidence: 99%
“…The oblique lines give the pore fluid factors required to reactivate the N130 • E seismic fault for different values of the coefficient of static friction and for different values of differential stresses. Based on stress measurements in deep boreholes (Streit 1999 ; table 1), the value of the differential stress at a depth of 7 km can be estimated at 110 ± 10 MPa.…”
Section: Pore Fluid Pressure Excess Required For Reactivation During mentioning
confidence: 99%
“…The major improvement of our analysis over previous studies of fault reactivation is the minimum constraints we impose on the parameters that control fault reactivation. Indeed, we only assume that (1) one of the principal stress axes is vertical, in agreement with Hurd and Zoback (), (2) the crust is fully saturated with hydrostatic pore fluid pressure, as justified in Townend and Zoback (), and (3) differential stress increases linearly with depth (Streit, ). We assume a homogeneous stress field and do not account for the static stress changes associated to large earthquakes such as those of the 1811–1812 New Madrid sequence (Mueller et al., ), as their calculation would be too uncertain given the available information.…”
Section: Description Of the Parametric Analysismentioning
confidence: 86%
“…We assume the differential stress σ D to increase linearly with depth and test three values of its vertical gradient k derived from borehole stress measurements (Quinones et al., ; Streit, ): a lower bound value of 10 MPa/km, an intermediate value of 15 MPa/km, and an upper bound value of 20 MPa/km. The thin black lines on each panel of Figure represents the linear evolution of the differential stress σ D with depth for these three values of k .…”
Section: Description Of the Parametric Analysismentioning
confidence: 99%
“…Where tensile strength exists, tensile failure can occur under low differential stress conditions (σ 1 -σ 3 < 4T), while mixed mode extensional shear fractures form at differential stresses intermediate to tensile and shear failure (4T-6T) using a Griffith-Coulomb failure envelope. In general, many instances of fracture-induced top seal failure have been ascribed to tensile failure as a result of pore pressure reducing the minimum effective stress beneath rock tensile strength 4,32 . However, in fault zones, reactivation in tension can only occur when faults have become severely misoriented for shear reactivation with respect to the stress field or when such faults have regained cohesive strength due to cementation 22,31 .…”
Section: Strong Faultsmentioning
confidence: 99%