摘要
///Desheng Primary School landslide is a great danger of shallow landslide. Because of the geological complexity, a new displacement has produced after the first control project. The existing control structure is the pile and wall composite structure. In this paper, the force status of the composite structure by limit equilibrium theory is analyzed to verify the effectiveness of control structure and acquire the force system of the pile and wall composite structure, which has the meaning to guide similar landslide control.