Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion
Discussion Forum : Soil Mechanics and Foundation Engineering - Section 2 (Q.No. 29)
29.
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
Discussion:
12 comments Page 2 of 2.
Sarbojit said:
1 decade ago
Vs = (g/18)*(G-1)*((d^2)/v will do the job.
CH SWAMY said:
1 decade ago
Terminal velocity = 91*D^2 D in cm.
(2)
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