Massive foundation is designed to have the ability to prevent settlement. In this paper, a new method is found through the analysis of the current problems in massive foundation. In this new method, the points pit and form erecting of the massive foundation are done through the well locating of the auxiliary piles. We find a new method for the examination of the displacement and torsion of masssive foundation through scientific analysis, in which the computation of two projects can be done through a single examination test.