Stress-strain state of an infinite plate on a deformable base depending on the values of the proportionality coefficient of longitudinal forces

In this article, a study of the stress-strain state of the magnitude of the coefficient of proportionality of longitudinal forces applied in the middle plane of an endless slab was carried out. The study was carried out in the case of incomplete contact of an endless slab with an elastic foundation, in the form of two trenches located symmetrically to the Y axis. plate contact. A detailed analysis of the results of the study was carried out. The results of the study can be used in the design of foundations for buildings and structures on subsiding soils.