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 F200=55F_{200} = 55\\%, LL=50LL = 50, and PI=20PI = 20.

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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 = 75%75\%
  • Percent passing No. 200 sieve = 8%8\%
  • Coefficient of uniformity = 7.57.5
  • Coefficient of curvature = 1.81.8
  • Liquid Limit = 3535
  • Plastic Limit = 2222
Classify the soil using the Unified Soil Classification System (USCS).

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