The data provided below were obtained from a laboratory consolidation test conducted on normally consolidated undisturbed Mexico City clay. The sample was $62mm$ in diameter, $25mm$ tall $($thickness$)$ and was tested under double$-$drainage conditions:

$\backslash$table$[[$Elapsed Time,$00$:$01$:$01,00$:$03$:$16,00$:$08$:$35,00$:$16$:$39,00$:$30$:$15,00$:$59$:$17,01$:$54$:$29$