you are required $to$ make a lab report and make a consolidation chart $as$ well. Following are the results of a laboratory consolidation test on a soil specimen obtained from the field: Dry mass of specimen $-128$ g$.$ height of specimen at the beginning of the test $-2\mathrm{.}54$ cm$.$ G$,-2\mathrm{.}72.$ and area of the specimen $-30\mathrm{.}68c{m}^2.$

values are given:

Effective pressure for$1,2,3,4,5,6,7,8is=0,45,92,203,393,797,1592,3193$ KPa respectively.

Final height $of$ specimen $at$ the end $of$ effective pressure $for1,2,3,4,5,6,7is=2\mathrm{.}54,2\mathrm{.}488,$

$2\mathrm{.}465,2\mathrm{.}431,2\mathrm{.}211,2\mathrm{.}024,1\mathrm{.}851,1\mathrm{.}71cm$ respectively.