MATHEMATICAL MODEL TO MONITOR STIFF CLAY COMPRESSION INDEX IN WET LAND AREA OF DEGEMA

The stiffness of clay in soil has lots to observe for engineering purpose, these has been monitored through it depositions at various area, the engineering properties of soil were applied to determined the rates of compression in soils, lots of compression index in various types of soil has been carried through experimental applications, empirical model has been applied in several type of soil, these applications predict compression index for numerous formations, but the application of mathematical model thus mathematical methods has not been applied to predict compression index for stiff clay, these application were used through these parameters, it express formations characteristics to developed the system for the study, such application generated the derived equation that produced the model to predict compression index for stiff clay, simulation were applied and it produced theoretical values for stiff clay at various depth, the simulation values were compared with experimental data, both parameters express best fits validating the developed model for the study, compression index were observed to gradually increase with slight variation at different depth, but produced specified compression index within the range for stiff clay.