Abstract：
Construction was designed according to an engineering case of inclination rectification in soft soil area. An analytical method for synergistic reaction among superstructure, pile foundation and foundation soil was adopted to carry out three-dimensional numerical simulation for cutting pile forced settlement inclination rectification and to analyze the soil settlement, vertical displacement of pile body and internal force of superstructure during in different batches of pile cutting. It was shown that building inclination rectification is obvious in different batches of pile cutting; the middle wall and corresponding foundation beam bore relatively high stress during inclination rectification and they shall be strengthened appropriately in construction design.
