Question: Again, given the same data as for Problem 9.26 If the clay layer were singly drained from the top only, compute the effective stress at

Again, given the same data as for Problem 9.26 If the clay layer were singly drained from the top only, compute the effective stress at a depth of 16 m below the ground surface and 3.5 yr after placement of the external load.

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v u at z 16m 35 18 125 095 1 981 30092 kPa u u o u x u o 125 10 981 12262 kPa U... View full answer

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