The z-direction deformation (2,909 mm) and the axial force (587,850 kN) on the C2-2 pile are both greater than in the corner and center pile sites under the x-direction static earthquake load condition. The z-direction deformation (-11,112 mm) and axial force (-2207,914 kN) on the C19-3 pile are both greater than in the corner and edge pile sites under gravity load condition.
The program requires data such as superstructure models, soil factors, pile specifications, and pile bearing capacity. The Midas GTS NX and Midas GEN programs were used to examine the impact of soil structure interactions. Therefore, the pile foundation must be idealized as a multilinear spring support in order to analyze the interaction of the soil structure. The interaction impact of the soil structure can lead to more accurate analysis, especially on structure's ability to endure seismic forces. Abstract: ABSTRACTThe interaction between pile foundation and soil results a bearing capacity that allows the superstructure to be securely maintained.
