Determination of the Optimal Parameters of the Array Stabilized by the Spatial Structural Reinforced Elements

摘要

This article describes the stabilization method of structurally unstable and subsiding soils with spatial structural elements of the cement soil. There are shown the examples of creating spatial structures of various shapes. There is described the program for selecting the most optimal combinations of all gain parameters. On a real example, there is shown the proposed method of designing the strengthening of subsiding soils at the base of the plate foundation of a two-storey dormitory building.