BENDING MOMENT IN THE LAYER SOILS

In this paper,the analytical solutions for the bend free vibration characteristics and the coercion responses under the action of earthquake force and dynamic bending moment of the single pile foundation are given according to Winkler layer elasto-foundation soil theory to the pile foundation by means of vibration analysis in layer soils.A new analytical method is furnished to the analytical formulas for the bend vibration and earthquake response analysis of the single pile foundations in the paper.