SIMPLIFIED DEFINITION PARAMETERS SUBSIDENCE OF LOESS SOILS FOR PHYSICAL PARAMETER

Abstract

In the article the dependence of collapse settlement indices of loess soils is considered on the physical performances, such as: porosity, ductility and by the moisture content. The method of practical determination of relative collapse settlement value is presented which depends on the coefficient of porosity and degree of loess soil saturation of the Vinnitsa. Based on the research the graphs of relative subsidence and general nomogram according to the absolute values of subsidence at the value of the load current. According to the results of laboratornіh tests and semi-graphical method to make selective comparative characteristics of loess soils in different tertoriyah of Vinnitsa.