EFFECT OF SOIL INTERACTION ON 3×3 BUILDING FRAME EMBEDDED IN MULTILAYERED SOIL

To study the multilayered soil. Methods/Analysis: the pile foundation is analyzed in ANSYS. The effect about soil structure interface on the displacement of columns in the connected by means of those obtained on or after the soil structural analysis and the conservative method of analysis. Soil non-linearity inside the horizontal direction is performed by means of P curves. Findings: These curves are developed using Matlock and API(American Petroleum Institute) equations. And the results shows that the values obtained from SSI for bending moment, shear force and deflection are more than that of without SSI. interaction on a building frame embedded in multilayered soil types of piles and number of bays and out for the different types of soils using ANSYS.