A consolidation test on a soil sample at

depth A produced the following:

Cc$=0\mathrm{.}4$

Cr$=0\mathrm{.}08$

e o $=1\mathrm{.}0$

Pc$=78\mathrm{.}1$ kPa

Cv$=0\mathrm{.}1$ m$/$day

$1.$ Calculate the settlement due to fill

placement

$2.$ If Pc$$ is found to be $150$ kPa, what is

the settlement due to fill placement

$3.$ For Q$1,$ the settlement at $10$ years

after fill placement? What is the

excess pore pressure at depth A$?$

$4.$ For Q$1,$ if the dense sand and gravel

layer is found to be impervious, then

the settlement at $10$ years after fill

placement? What is the excess pore

pressure at depth A$?$