Question: A normally consolidated soil layer with thickness 1 8 ft , Cc / ( 1 + e 0 ) = 0 . 1 4 ,

A normally consolidated soil layer with thickness 18 ft, Cc/(1+e0)=0.14, and unit weight of 108 is subjected to a uniform load of 3636 psf. If the water table is at the ground surface, what is the total settlement in inches?

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