The standard penetration resistance N of a granular deposit is found to be 20. The soil can be classified approximately in terms of ϕ and density index respectively as
N -Value | Density Index | Condition | ϕ |
0 - 4 4 -10 10-30 30-50 >50 |
0 - 15% 15-35% 35-65% 65-85% > 85% |
very loose Loose Mediumdense Dense Very Dense |
<28∘ 28∘−30∘ 30∘−36∘ 36∘−42∘ >42∘ |
N = 20 means medium condition soild with ϕ=32∘ Dr=50% |