摘要
Based on Mindlin displacement solution subjected to centralized load, the settlement of circle or ring uniform load is proposed. A semi-analytical method, which makes use of compatible analysis of force and displacement between piles, slab and ground, is developed to analyze interaction among rigid pile composite foundations. This method has less unknown parameter, but it has fast calculation speed and practicality. The results from practical engineering prove that the method presented has good preciseness and practicality.