Abstract:
The numerical solutions of rate of consolidation in layered soils is studied. The pore water dissipation of compressible deposits is numerically determined based on the finite difference method. The advantegeous attained by the use of vertical drains is mentioned and a computer program is developed for a layered system which is vertically and radially drained. The loading condition is also investigated and the computer programs for constant loading are further developed to take into account the effects of time-dependent loading. The results of the numerical solutions are compared with the available analytical procedures.
