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1. For a soil with specific gravity 2.6 and dry unit weight of 20 KN/m3 (unit weight of water = 10 KN/m3) the void ratio will be :
(A): 0.7
(B): 0.52
(C): 0.769
(D): 0.3
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kerala-psc
ASSISTANT-PROJECT-ENGINEER---KLDC-LTD
142/2015
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