COMPARATIVE MODELS OF LOOSE SAND AND FIRM CLAY DEPOSITION SETLEMENT FOR COMPRESSION INDEX IN DELTAIC FORMATION OF AHOADA EAST, RIVER STATES OF NIGERIA.
Eluozo. S. N and Ode .T.
ABSTRACT
the compressibility of soil behavior are base on different formation characteristics influences, several; experts have developed some concept to monitored the behavior of this formation, for these studies express the relationship between loose sand and firm clay compression index in the study area, there behaviour were monitored to determined there rates of compressions at various depth, these parameters were generated through the developed model that generated predictive values for firm clay and loose sand, from the simulation, results it has expressed these parameters on linear condition to the optimum values recorded between four and five meters, such exponential deposition of compression index from both formations has explained their the relationship incompressibility for imposes load.
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