Under the equivalent load and the lateral earth pressure

the finite element method was used to analyze the integrated performance and opening conditions of the fabricated exterior wall

the stress distribution in cast-in-place piles

and the stress and strain distributions in the fabricated exterior wall.The research has discovered that the fabricated exterior wall may have small openings

the loading on the cast-in-place pile is rather continuously distributed

the stress in the pile shaft concrete is dominated by the compressive state to the tensile state along the direction of earth pressure on the pile

and the stresses on the top and bottom edges are rather concentrated.The results of this paper have an important significance for guiding the design and construction of similar fabricated walls.