Chapter 5 Engineering Classification of Soil Solutions for Principles of Geotechnical Engineering

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Chapter 5 Engineering Classification of Soil Solutions for Principles of Geotechnical Engineering 5.1 Refer to Figure 5.1. Soil Classification A Clay B Sandy clay C Loam D Sandy clay and sandy clay loam (borderline) E Sandy loam 5.2 SOIL A: From Table 5.1, the soil is A-2-4. The GI for A-2-4 is zero. Classification: A-2-4(0). SOIL B: From Table 5.1, the soil is A-3. GI = 0. Classification: A-3(0). SOIL C: From Table 5.1, the soil is A-2-6. Equation 5.2: .0 (01 )(15 )10 .0 12(01 )(15 13 )10 .0 09 0 = − GI − F = PI − − −= ≈ 200 Classification: A-2-6(0) SOIL D: From Table 5.1, the soil is A-2-7. Equation 5.2: .0 (01 )(15 )10 .0 30(01 )(15 18 )10 12.1 = − GI − F = PI − − = ≈ 200 Classification: A-2-7(1) SOIL E: From Table 5.1, the soil is A-1-b. GI = 0. Classification: A-1-b(0). 5.3 SOIL A: From Table 5.1, the soil is A-7-5. Note: PI = 21 < LL – 30 = 22 Eq. (5.1): ( .02.0)[35 (005 )]40 .0 (01 )(15 )10 = − GI + F − + LL − − F PI 200 200 72 .02.0)[35 (005 52 )]40 .0 (01 72 )(15 21 )10 .15 89 16 ( ≈ − =GI − + − + − = Classification: A-7-5(16). SOIL B: From Table 5.1, the soil is A-6. Eq. (5.1): ( .02.0)[35 (005 )]40 .0 (01 )(15 )10 = − GI + F − + LL − − F PI 200 200 58( .02.0)[35 38(005 )]40 .0 58(01 )(15 12 )10 .5 23 5 =GI − + − + − − = ≈ Classification: A-6(5) 25

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Uploaded

20 February 2026
Updated

20 February 2026
Category

Engineering
Item Type

questions & answers
Tags

geotechnical engineering

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