Question: What settlement would you expect at the over consolidated site in Problem 8.16 if the fill to be constructed were 4 m thick?
What settlement would you expect at the over consolidated site in Problem 8.16 if the fill to be constructed were 4 m thick?
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v 4 m 18 Mgm 3 981 ms 2 7063 kPa vo 15 kPa p 38 kPa From ... View full answer
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