Tabakalı Zeminlerde Tekerlek Temas Gerilmesi ve Deplasman Dağılımlarının Üç Boyutlu Sınır Eleman Yöntemi ile Belirlenmesi

In this study, the Boundary Element Method (BEM) was employed for numerical determination of response a layered half-space. The material behaviour soil assumed to be isotropic and linear elastic. BEM used in Fourier transform space (FTS). focus paper is determine stress deflection distributions interior points To achieve aim, computer program developed three-dimensional elastic or visco-elastic problems. results half-space determined using boundary element formulation are presented figures.