ALGORITHM FOR CALCULATING THE BASE OF RAILWAY LEAF FILLING TAKING INTO ACCOUNT THE PLASTICITY OF THE SOIL

Abstract

The article discusses an algorithm for calculating the foundation of a railroad bed embankment, taking into account the plastic properties of the soil. The approximation method is used. In the first approximation, an elastic solution is considered; further iterations on the load use variable stiffness moduli. To determine them, the equations of state obtained analytically or experimentally are used.