For an isotropic layered medium, SH displacement is perpendicular to the vertical propagation plane and SV displacement lies within it. P-SV coupling occurs at interfaces, while SH remains a separate polarization sector.
In a transverse plane wave, displacement is perpendicular to the wavevector and its divergence vanishes.
An SV-wave is polarized in the vertical plane containing its wavevector and perpendicular to that wavevector.
For a flat layer of thickness and shear speed above a faster half-space of speed , unfolding down-and-up traversals gives the displayed reflected-ray travel time. Its slope is the horizontal ray slowness. At , with , the corresponding head-wave branch is tangent to this curve.
For subcritical incidence, a reflected SH-wave loses energy into the faster substrate. Postcritical incidence has an evanescent substrate tail and no outgoing normal energy flux in the ideal lossless model. Repeated reflections can then interfere to form Love waves. Individual reflected rays are contributions to the field; normal-mode frequencies require the reflection-phase condition and are not supplied by a geometrical travel-time curve alone.
For a leading wavefront singularity or discontinuity in a smooth isotropic shear-horizontal wave field, the ray transport equation conserves the displayed quantity along a tube of elastic rays. Here is transverse tube width in two dimensions and area in three. Cylindrical spreading has , so the leading wave amplitude is proportional to . This rule excludes the immediate source neighborhood and caustics.
Place a line source a distance above a plane welded interface and put , and . The transmitted elastic ray is , . Elastic-interface boundary conditions give . Differentiating the ray positions across neighboring values of and applying SH ray-tube amplitude transport gives the displayed leading amplitude. Both must be positive; critical and evanescent incidence require different asymptotics.
Integrating the shear-horizontal wave equation with force over a shrinking circle gives . Thus the local displacement field has the displayed logarithmic singularity. This is a fixed-time near-source limit, distinct from the wavefront limit underlying SH ray-tube amplitude transport.
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An S wave, or secondary wave, is a type of seismic wave that is generated by earthquakes or other sources of energy release. It is one of the two main types of body waves, the other being P waves (primary waves). Here are some key characteristics of S waves: 1. **Type of Wave**: S waves are shear waves, meaning they move the ground perpendicular to the direction of wave propagation. This results in a side-to-side or up-and-down motion.