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civil engineering soil mechanics and foundation engineering
1. 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
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