The scattering of SH_wave by interface circular lining is studied using the Green s function, a essential solution of displacement field for the elastic half space with a half circular lining bearing out_plane harmonic line load at horizontal surface, and setting up the integral equations through the corresponding method and interface continuity conditions.

Dynamic analysis of the scattering of SH-wave by a semi-cylindrical hill above a shallow-embedded cylindrical lining structure in half space;

An analytic method is developed for the problem of dynamic stress concentration of a shallow-embedded circular lining structure impacted by the steady SH-wave in this paper.

the amended Biot model considering compression of soil grain and pore fluid and viscid coupling between pore fluid and soil skeleton,and the wave function expansion method are adopted to numerically analyze the scattering problem of a infinite circular lining deeply buried in nearly saturated soil and the dynamic st.

The amended Biot\'s model of wave motion and the expansion method of wave functions are adopted,and the scattering problem of circular lining deeply buried in saturated soil by incident shear waves is studied.