The dry density of the two different specimens shows an increasing trend as the vibratory force rises from 700 N to 1400 N, but the dry density growth rate of the specimen with G / S = 1.6 is lower than that of the specimen with G / S = 1.6 M.
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Experimental Study on Vibratory Compaction Behavior of Tunneling Rock Wastes Used as Unbound Permeable Aggregate Base Materials.
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