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hey whats going on everybody welcome back to civil engineering academy my name is cody lets go ahead and get started so today we have a soil mechanics problem and in particular this is going to be a settlement problem uh so heres what the problem says using schmirtmanns method and the information below which of the following cl most closely resembles the settlement of the foundation below at year 10. uh the correction factor for strain relief is 0.35 a 4 k per foot force is applied along the continuous foundation uh the foundation is 50 feet long and then we see our answers there in inches and then we also see we have five different layers of uh that were splitting this sole up to and you get that information off sbt or cpt data rather you get this off of a cpt data so uh interesting okay so if were looking for some information on schmartmans method youre going to be in p page 104 or 105. and then uh the formula that i give you is s i is equal to c1 times c2 times delta p time