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In last class, I have discussed about the different types of settlement; that immediate settlement, then primary consolidation settlement and secondary compression settlement. Now in this lecture, I will discuss how to calculate these different types of settlement; that is immediate settlement and consolidation settlement for different types of soil. Now, first I will go for this settlement calculation, this is settlement calculation. So, first expression that will give for the immediate settlement calculation; so immediate settlement calculation, so by theory of elasticity approach, this immediate settlement can be determined by q B by E into 1 by mu square into I f. Using this expression, we can calculate the immediate settlement of the soil; where q is equal to net foundation pressure. So, this q is the net foundation pressure. So, this is the net; next mu is equal to Poissons ratio of the soil, E is equal to the Youngs modulus of the soil and I f is equal to influence factor. So