The change in voids ratio is 0.18 and initial void ratio is 0.68 with – McqOptions

MCQOPTIONS

1.	The change in voids ratio is 0.18 and initial void ratio is 0.68 with the increase of pressure as 200KN/m². Find the coefficient of Compressibility.
A.	0.9 m<sup>2</sup>/MN
B.	0.7 m<sup>2</sup>/MN
C.	0.4 m<sup>2</sup>/MN
D.	0.5 m<sup>2</sup>/MN
Answer» B. 0.7 m<sup>2</sup>/MN

Discussion

No Comment Found

Related MCQs

A soil sample is having voids ratio 0.72 under a pressure of 200KN/m<sup>2</sup>. If the void ratio is reduced to 0.5 under 450kn/m<sup>2</sup> load, then find the change in effective pressure.
If a soil A has coefficient of volume change as 0.536m<sup>2</sup>/MN and the ratio of coefficient of volume change of A and B soils is 1.845, then find mv for soil B.
If coefficient of volume change is 0.291 m<sup>2</sup>/MN, e=0.1 and the initial voids ratio is 0.72, then find the change in effective pressure.
The change in voids ratio is 0.18 and initial void ratio is 0.68 with the increase of pressure as 200KN/m<sup>2</sup>. Find the coefficient of Compressibility.
The change in voids ratio is 0.18 and initial void ratio is 0.68 with the increase of pressure as 200KN/m<sup>2</sup>. Find the coefficient of volume change.
If the final height of specimen H<sub>f</sub> is 13.45mm and final voids is 0.864, then the change of voids ratio e with respect to H is ____________
If height of solids H<sub>s</sub> is 6.725mm, mass is 180.4g with specific gravity G=2.68, then final the Cross-sectional area of specimen.
If the final voids ratio is 0.864 for a soil sample of specific gravity 2.7, then its final water content will be _______________
If the final water content is 30% and specific gravity is 2.65 for a soil sample, then its final void ratio is _________
If the specimen height H is 24mm and height of solids H<sub>s</sub> is 13.45mm, then find the voids ratio.