Soil Mechanics and Foundation Engineering

Q1: If the specific gravity of a soil particle of 0.05 cm diameter is 2.67, its terminal velocity while settling in distilled water of viscosity, 0.01 poise, is

A 0.2200 cm/sec

B 0.2225 cm/sec

C 0.2250 cm/sec

D 0.2275 cm/sec

E 0.2300 cm/sec

ANS:D - 0.2275 cm/sec

To, Calculate Terminal Velocity.

V = Terminal Velocity.
D = Diameter Of a Particle.
g = Acceleration Of Gravity.
v = Viscosity Of Medium.
dp = Density Of Particle.
dm = Density Of Medium. (g/18*viscosity )*(G-1) * (d*d).
(9.81/18*0.01) * (2.67-1)* (0.05*0.05),
Answer 0.2275 cm/sec Settling velocity = (g/18)(ρs - ρw)(d^2/μ).
= (9.81/18) * (2.67-1) * (((0.05x10^-2)^2)/(0.01x10^-4),
= 0.2275 cm/sec. Terminal velocity v = (d^2/18*viscosity) * (unit wt of water (G of soil - G of fluid)).
=> (5 * 10^-4) ^ 2/(18 * 10^-4 kn.s/m^2) * (9.81 (2.67 - 1))
= .002275 m/s.
= .2275 cm/s.



img not found
img

For help Students Orientation
Mcqs Questions

One stop destination for examination, preparation, recruitment, and more. Specially designed online test to solve all your preparation worries. Go wherever you want to and practice whenever you want, using the online test platform.