Mathematics · Geotechnical Engineering
Consider two compaction tests with the following parameters: Compaction Test 1: Weight of hammer = 10 kg, Height of fall = 500 mm, Number of layers = 3, Number of blows per layer = 25. Compaction Test 2: Weight of hammer = 5 kg, Height of fall = 250 mm, Number of layers = 6, Number of blows per layer = 25. The ratio of the compactive energy of compaction test 1 to that of compaction test 2 is:
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