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lets look at taking the results of a consolidation laboratory test and using it to compute the amount of consolidation settlement that will happen in the field under some one-dimensional loading condition so again well motivate this using a steel bar i think its really easy to understand steel bar and extrapolate so heres a picture that shows that steel bar theres some force acting on it axially it has length l depth is measured from the top of the bar downward thats c and then displacement is delta so if you put the load on the bar well have some vertical displacement then the youngs modulus and cross-sectional area are e and a all right so we know from strength of materials um the axial stress is f divided by a the axial strain based on hulks law is sigma divided by youngs modulus so we get sigma over e and substituting in sigma you get f over a e im just going to erase that because its just vertical stress i think thats easy to see all right and then what you learned i