Rozwiązanie nieliniowego zagadnienia konsolidacji gruntu

The phenomenon of consolidation of a saturated soil stratum is studied in this paper. The paper presents the numerical solution of one - dimensional consolidation of soil with variation in soil properties during consolidation course. A finite - difference solution of a non-linear-dimensional of soil consolidation is studied for a time-varying region and arbitrary boundary conditions. The calculation of pressure as a function of the coordinate and time included the variations, occuring pore water flow in the volume of entrapped air was carried out.