Static analysis of a non-uniform soil with sta4cad and abaqus considering the different spring constant

In this study, it has compared both static and dynamic analysis results of stratums in different conditions by utilizing the rapid analysis of the programs. In the first section, the static analysis of uniform and non-uniform soils performed and the results discussed by comparing each other. In the section two, the static and dynamic analysis of the non-uniform soils with different spring constants carried out and the results compared. Lastly, in the third section, the dynamic analysis of soil layers and elastic soils performed by considering the mass proportions of the soil. The aim of this report is to compare the programs which are used in engineering application for modelling the structural load-bearing systems to the academic finite elements programs. In this case of study, the static and dynamic analysis results of soil layers in different conditions were compared with the help of structural modelling program analysis. It might develop these different conditions in modern civil engineering because of the soil information's which obtain before the construction permit, economical design criteria's and architectural reasons.