Elastic rebound. Tectonic motion loads a fault whose shallow portion is locked. Rock on either side deforms and stores elastic strain energy while slip is inhibited. When failure permits rapid slip, part of the stored energy becomes seismic radiation and part is dissipated in friction and damage. The adjacent rock partly relaxes, while a permanent displacement remains across the fault. Geodetic strain accumulation and coseismic offsets support this loading–release picture.[ref]
The model is useful for brittle crustal faulting but is not a prediction of precise recurrence, rupture size or frictional evolution. Aseismic creep can release deformation without a large sudden event. Viscoelastic flow, afterslip, fluid-pressure changes and interacting fault segments complicate a simple locked-fault cycle. Deep-focus earthquakes and non-shear source components require additional physics; not every earthquake source is adequately described by a shallow brittle double couple. Rebound also need not release all the pre-existing stress.
Figure 1.
Original displacement-profile schematic of locked loading and permanent slip after relaxation
. Details.
A thin negative-gradient velocity zone. In horizontal layering, use the seismic ray parameter , the conserved horizontal slowness. A ray turns when . Downward passage through decreasing speed makes smaller, so a surface ray cannot turn in the negative-gradient interior. Rays either turn above the zone or penetrate it and turn below where speed has recovered sufficiently. This produces missing turning depths and a seismic shadow range from a low-velocity zone in the ideal ray model.
Retain all branches using
The travel-time slope is . Just below the critical value that permits passage beyond the upper speed maximum, the ray makes a finite extra excursion through the low-velocity region. Range can jump, and the deep branch can fold back before resuming its normal trend, giving multiple arrivals outside the shadow. A first-arrival curve alone hides some of these branches. Define the seismic intercept time by
The – representation displays the gap and fold; the – representation has separate shallow and deep branches and a branch jump at the critical ray parameter for the piecewise-linear cusp model. Do not join them by invented turning rays. Diffraction and finite-frequency energy soften a purely geometrical shadow.
The figures use an explicit illustrative profile, not measured Earth parameters: speed rises from 1 to 2 over depths 0 to 1, falls to 1.8 by depth 1.2, then rises with its original gradient. The asthenosphere beneath oceanic lithosphere is an important setting for a low-velocity zone. A major P-wave speed reduction also occurs at the boundary between the mantle and the outer core of the Earth; S waves do not propagate through the liquid outer core of the Earth.[ref]
Figure 2.
Analytically traced illustrative velocity reversal: rays, travel times, range–slowness and intercept time
. Details.
Take horizontal interfaces, water depth , and sediment thickness . Both source and receiver are just below the sea surface. Every angle below is measured from the vertical interface normal. Snell's law preserves the horizontal seismic ray parameter
A basement seismic head wave of speed has horizontal propagation at the basement interface, so . The two possibilities are:
Basement head mode / Water P angleSediment P angleSediment S angle
P,
S,
The water supports only P waves. At oblique incidence the seabed can convert a P wave into an SV-wave in the sediment, and the return SV-wave can convert back to a P wave in the water. Further seismic mode conversion can occur at the basement. Thus the down-going and up-going sediment legs can independently be P or S. The S entries refer to SV-waves; a fluid P wave source in this two-dimensional isotropic geometry does not excite the decoupled SH-wave sector.
Let be the distance travelled along the basement interface. For sediment legs ,
The first-appearance distance is the limiting value at :
Basement head modeSediment down/up modes / m
PP/P
PP/S or S/P
PS/S
SP/P
SP/S or S/P
SS/S
For example, the unconverted P branch gives . The earliest geometrically permitted basement P seismic head wave is the doubly converted path with sediment S legs, at approximately . The corresponding basement S family first appears at approximately . These limiting distances describe existence of ray branches; a finite detectable wave amplitude also depends on conversion efficiency and acquisition noise.
Figure 1.
Surface-to-surface P and converted-S head-wave paths through the water and sediment layers
. Each panel adds an illustrative 40 m basement head segment; the tabulated first-appearance limit removes that segment. Angles are measured from the vertical normal. Reversing the mixed sediment path gives its reciprocal S/P case. Details.
There is no separate finite-distance P head wave at the water–sediment interface: , so the nominal critical angle is , and a ray from a source 50 m above the interface cannot reach it at finite horizontal distance. Nor can the slower sediment S speed, , support a seismic head wave launched from water: it would require . A seismic reflection still exists at the seabed because the densities, hence the acoustic impedances, differ.
First appearance and first arrival differ. For each permitted branch the travel time is
The all-P basement P branch has . It overtakes the direct water P wave, , only at . The converted P-head branches have larger seismic intercept times, so even where they exist at shorter offsets they are later arrivals. The S-head branches are likewise later than the all-P P-head branch wherever they exist in this model. Reflections and layer reverberations can supply additional later phases.