Example Problems
Example
Example Problem 1: A soil sample has the following properties:
- Percent passing No. 4 sieve = 100%
- Percent passing No. 200 sieve = 60%
- Liquid Limit (LL) = 45
- Plastic Limit (PL) = 25
Classify the soil using the Unified Soil Classification System (USCS).
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Example
Example Problem 2: Calculate the Group Index (GI) for a soil with , , and .
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Example
Example Problem 3: A coarse-grained soil sample was subjected to a sieve analysis and Atterberg limits test with the following results:
- Percent passing No. 4 sieve =
- Percent passing No. 200 sieve =
- Coefficient of uniformity =
- Coefficient of curvature =
- Liquid Limit =
- Plastic Limit =
Classify the soil using the Unified Soil Classification System (USCS).
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