Amplification of incident SV waves in a layered elastic half-space is analyzed by using direct stiffness method in frequency domain.

By using Fourier-Bessel series expansion method, dynamic stress concentration of a cylindrical lined cavity in an elastic half-space subjected to incident plane P and SV waves is studied, and the series solution is presented.

The series solution for the scattering of plane P and SV waves by an underground circular lined tunnel is used to quantitatively analyze the effects of incident wavelength, incident angle, diameter of tunnel, and liner stiffness on ground surface displacement amplification.

Motive stress centralization of rectangular bricking cave in flat SV wave reflection;

A note on the scattering of SV wave by a hemispherical canyon;

Scattering of plane SV waves by local fault site

Using velocity inversion of seismic Rayleigh wave to compute S-wave statics of P-SV wave;

Reflection coefficients of P-SV waves in weak anisotropic media;

Adjustment of linear approximation to the reflection coefficient of P-SV wave;

Study on effect of barrier of a row of hollow pipe piles on isolation of incident plane SV waves;

3D scattering of plane SV waves by a circular-arc alluvial valley

So it carried out the study of the plane SV wave incident axis tilt wells coupled with the well casing is more practical significance.

Scattering of plane SV waves by a cavity in a layered half-space;

This paper studies the effect of underground group cavities in half-space on the surface ground motion under incident plane SV waves.

An analytical solution for surface motion of a semi-cylindrical hill for incident plane SV waves was derived by using the wave function expansion method and the auxiliary function technique, and convergence of the solution and accuracy of truncation were verified.