With the improvement of the construction technology of inclined piles in the bedrock，it turns possible to adopt the rock-socketed inclined pile in inland river overhead vertical wharf.In the engineering of Guoyuan port phase II project，we put forward the overhead vertical wharf with inclined rock-socketed piles，and use the finite element numerical simulation method to analyze the internal force and deformation of the structure.Meanwhile，we compared its stress feature with that of the original design scheme.The result shows that the overhead vertical wharf with inclined rock-socketed pile can satisfy the requirement of Guoyuan port，and it has a better adaptability，thus it may serve as reference for the structure selection of inland port construction.