The invention relates to a method for compounding and dynamically consolidating displacement blocks of a high energy level by combining a pillar hammer with a face hammer, which comprises the following steps: two or more pillar hammer displacement points are symmetrically distributed along a basic large bending moment direction so as to form broken stone blocks with a diameter of 1.5-2.5 m and a depth of 6.0-12.0 m; one or more dynamic consolidation points of the face hammer of the high energy level are distributed on the displacement points or among the displacement points so as to form broken stone blocks with a diameter of 2.5-3.5 m and a depth of 5.0-10.0 m; and a plurality of combined broken stone blocks with different depths form a base compound foundation of a broken stone block group. On the premise of meeting the requirements of the bearing capacity and the sedimentation of the foundation, pillar hammers and face hammers of different combined energy levels are adopted to dynamic consolidation processing according to the load of an upper structure, the requirement on the sedimentation and different thicknesses of soil filling layers and constituents so as to guarantee the quality, shorten the construction period and save the manufacturing cost. The method can be used for the foundation processing of deep soil filling in projects of sea reclamation, valley reclamation, and the like and aims to solve the problems of low bearing capacity of the foundation of deep soil filling, large sedimentation and incapability of meeting the requirements on the bearing capacity, deformation and stability of the foundation of a building base.