For the soil described in Problem 6.3, if G s = 2.72, determine the void ratio and
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For the soil described in Problem 6.3, if Gs = 2.72, determine the void ratio and degree of saturation at optimum moisture content.
Data From Problem 6.3
The results of a standard Proctor test are given here. Determine the maximum dry unit weight of compaction and the optimum moisture content.
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The void ratio e and the degree of saturation Sr at the optimum moisture content ...View the full answer
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