While increasing the pressure to 150 kPa from 50 kPa, the change in void ratio of soil is observed as 0.12 in a consolidation test. The compression index of soil is

While increasing the pressure to 150 kPa from 50 kPa, the change in vo

1.	While increasing the pressure to 150 kPa from 50 kPa, the change in void ratio of soil is observed as 0.12 in a consolidation test. The compression index of soil is
A.	0.03
B.	0.06
C.	0.25
D.	0.19
Answer» D. 0.19