A 10-ft-thick silty clay layer is subjected to a load that results in total primary consolidation settlement of 0.85 inches. The clay is sandwiched between two sand layers and has an initial void ratio of 0.76, a coefficient of compression of 0.45, a coefficient of recompression of 0.07 and a coefficient of consolidation of 0.034 in2/year. Calculate the settlement at the end of 2 years and determine the time in days for 0.60 inches of settlement.

answer:

i lost in getting someone back.

i learned that people are really two-faced and no matter how angelic someone appears they always have a devil side and that you cant trust anyone anymore no matter how dear they are to you.

if your wondering who it waz it waz mah still miss her tho

~batmans wife dun dun

answer:

the army does care about its soilders sir i think yout getting off on the wrong foot sir you need to respect our country were keeping the peole that want to d harm towards you out. so dont go saying we don't care cause we do

answer:

my guess it 8 i'm probably wrong