Rajapakse, R.K.N.DWang, Y.2021-12-172021-12-171991-03-01770733-9399https://rda.sliit.lk/handle/123456789/296The dynamic response of an orthotropic elastic half plane subjected to a set of time‐harmonic buried loadings is investigated. The governing differential equations are established in terms of displacements and a general solution is derived using Fourier integral transforms with respect to the x‐coordinate. The boundary‐value problems corresponding to time‐harmonic vertical and horizontal loads acting in the interior of the half plane are solved. Explicit analytical solutions are presented for displacements and stresses due to buried uniformly distributed and concentrated loadings. Some characteristics of the analytical solution are investigated, and its numerical evaluation is also discussed. Selected numerical results for displacements and stresses of isotropic, ice, layered soil, and cadmium half‐plane regions are presented. A discussion of these numerical solutions is presented to investigate the influence of the degree of material anisotropy, frequency of excitation, and the type of loading on the response of the elastic half plane.enDynamic loadsOrthotropic materialsHorizontal loadsGreens functionNumerical analysisVertical loadsElastic analysisArticlehttps://doi.org/10.1061/(ASCE)0733-9399(1991)117:3(588)