Zbornik Radova Građevinskog Fakulteta (Jan 2016)
Rayleigh waves-parametric analysis of change in wave number
Abstract
The paper analyzes the dependence of the change wave number of materials soil constants, ie the frequency of the waves. The starting point in this analysis consists of wave equation and the discrete dynamic stiffness matrix of soil. The model for to analysis is the horizontally layered soil on rigid base. The program for this analysis is written in MatLab.