Research Article
Estimating Deformation Modulus and Bearing Capacity of Deep Soils from Dynamic Penetration Test
Table 1
Averaged soil parameters for soils within each sublayer of Layer III.
| | Sublayer ID | USCS | Group name | Density (g/cm3) | Moisture content (%) | LL | PI | Cu | Cc |
| | III-3 | SW-SC | Well-graded sand with clay | 1.71 | 5.7 | 19.3 | 8.5 | 6.7 | 1.1 | | III-2 | CL | Lean clay | 1.56 | 16.3 | 37.3 | 16.6 | 10 | 0.64 | | III-1 | SW-SC | Well-graded sand with clay | 1.78 | 4.8 | 20.4 | 8.9 | 7.6 | 1.0 |
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