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hello everyone for this example we use the book by das and sivakugan which is the fundamentals of geotechnical engineering fifth edition this is about reconsolidation pressure so this is a problem we need to refer to the e log sigma curve or e log sigma plot shown below which is a result of consolidation test and from this result we will determine the pre-consolidation pressure sigma sub c prime as well as the compression index c sub c so the graph shows the relationship of the effective stress here the effective or effective pressure and the void ratio so this is the given curve consolidation curve and from there we will determine the reconsolidation pressure so if you remember the pre-consolidation pressure is obtained graphically by simply following several simple steps the first thing to do is to locate the maximum curvature point on the or the minimum ranges of curvature so from this graph it is found that the maximum radius of curvature or the maximum curvature point is say at t
