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hello everybody welcome to lecture number 16 in this lecture were going to learn about how to compute primary consolidation settlements in a soil now this lesson follows up from lesson number 15 where we learned a little bit about elastic settlements and also the theory behind consolidation namely obtaining in developing consolidation curves from consolidation testing and also defining the different parts of the consolidation curve well today were going to put the consolidation curve to use and we do technical engineers use these consolidation curves on a regular basis to predict how much settlement is going to occur in a fine-grained soil when we place an induced stress on top of it so before we dive into that lets lets get into a little bit of fundamental mechanics theory now were going to try to tie what well talk about with the soil to your existing knowledge from engineering mechanics so first things first lets see here lets get my pin the right size so were talking abou
