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Question 9.10: The static cone penetration resistance at a site at 10 m dep...

The static cone penetration resistance at a site at 10 m depth is 2.5 MN / m ^{2}. The friction ratio obtained from the test is 4.25%. If the unit weight of the soil is 18.5 kN / m ^{3}, what type of soil exists at the site.

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