If the discharge velocity is 1.35*10-2cm/s and seepage velocity is 3.95*10-2cm/s of water through a soil, then what will be its voids ratio?

If the discharge velocity is 1.35*10-2cm/s and seepage velocity is 3.9

1.	If the discharge velocity is 1.3510-2cm/s and seepage velocity is 3.9510-2cm/s of water through a soil, then what will be its voids ratio?
A.	0.32
B.	0.43
C.	0.52
D.	0.66
Answer» D. 0.66

Discussion

No Comment Found

Related MCQs

Water is flowing at a rate of 0.04 m3/s in a soil sample of 12m thick and cross section of 50m2. The coefficient of permeability is 1.6*10-3m/s. The submerged unit weight =9.59 kN/m3. Calculate the effective pressure if flow is in downward direction.
If the discharge velocity is 1.35*10-2cm/s and seepage velocity is 3.95*10-2cm/s of water through a soil, then what will be its voids ratio?
If a soil has a voids ratio of 0.68 and water percolating through it has a discharge velocity of 1.35*10-2cm/s. Calculate its seepage velocity.
A soil has voids ratio of 0.78 and critical gradient at which quick sand condition occurs is 0.94. Calculate the specific gravity.
Water is flowing at a rate of 0.04 m3/s in a soil sample of 12m thick and cross section of 50m2. The coefficient of permeability is 1.6*10-3m/s. The submerged unit weight =9.59 kN/m3. Calculate the effective pressure if flow is in upward direction.
Water is flowing at a rate of 0.04 m3/s in a soil sample of 12m thick and cross section of 50m2. The coefficient of permeability is 1.6*10-3m/s. What will be the seepage force per unit volume?
Water is flowing at a rate of 0.04 m3/s in a soil sample of 12m thick and cross section of 50m2. The coefficient of permeability is 1.6*10-3m/s. What will be the seepage force?
Water is flowing at a rate of 0.04 m3/s in a soil sample of 12m thick and cross section of 50m2. The coefficient of permeability is 1.6*10-3m/s. What will be the seepage pressure?
Calculate the height of water table rise in soil mass from a sand stratum of 12m deep from ground level, at which the effective pressure is zero. The water percolates through a soil mass of thickness 5m. The sat=18.6 kN/m3 and w=9.81 kN/m3.
If a soil has a submerged unit weight of 10.69 kN/m3, what will be its critical hydraulic gradient?

If the discharge velocity is 1.35*10-2cm/s and seepage velocity is 3.95*10-2cm/s of water through a soil, then what will be its voids ratio?

Discussion

No Comment Found

Related MCQs

Reply to Comment

If the discharge velocity is 1.3510-2cm/s and seepage velocity is 3.9510-2cm/s of water through a soil, then what will be its voids ratio?