REGULARITIES OF FORMALIZATION OF SOILS IN THE LONG AREA OF FOUNDATIONS OF LARGE AREAS
The article analyzes the study of patterns of deformation and volumetric deformation of soils as a complex physical-mechanical process based on studies in triaxial compression instruments and in trays. The results of experimental studies of deformations in the shaping of the soil base during die tests and on the base plate model are considered. The results of experimental studies of shear deformations in the marginal zone of the foundation plate model under the action of semi-infinite loads are presented.