Vertikalni Odgovor Grupe Temelja Na Slojevitom Tlu Primenom Itm

Abstract

In this paper the dynamic interaction of two rigid massless foundations resting on the finite depth soil medium layer. The vertical response of a loaded and unloaded foundation of a layer over a bedrock is calculated by Integral transform method (ITM). This method is based on analytical solution of the Lamé's differential equations of motion. A parametric analysis of vertical vibrations as a function of soil depth is carried out using a computer program developed in MATLAB. The obtained results are presented.