Computer · Geotechnical Engineering

Classify the following soil using the Unified Soil Classification System (USCS): % retained on 75-mm sieve = 0% Passing 4.75-mm sieve = 100% Passing 75-μm sieve = 82% Coefficient of curvature (Cc) = 1.2 Coefficient of uniformity (Cu) = 9.3 Liquid limit (LL) = 60 Plastic limit (PL) = 28

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1OH
2CH✓
3CI
4CL

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Classify the following soil using the Unified Soil Classification System (USCS): % retained on 75-mm sieve = 0% Passing 4.75-mm sieve = 100% Passing 75-μm sieve = 82% Coefficient of curvature (Cc) = 1.2 Coefficient of uniformity (Cu) = 9.3 Liquid limit (LL) = 60 Plastic limit (PL) = 28

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Classify the following soil using the Unified Soil Classification System (USCS): % retained on 75-mm sieve = 0% Passing 4.75-mm sieve = 100% Passing 75-μm sieve = 82% Coefficient of curvature (Cc) = 1.2 Coefficient of uniformity (Cu) = 9.3 Liquid limit (LL) = 60 Plastic limit (PL) = 28

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