Table 1 Soil geotechnical characterization.
Soil sample | Particle size distribution (%) | Altterberg limits (%) | \(\mathrm{A}_{\mathrm{c}}\) | \(\uprho _{\mathrm{s}}\) (\(\mathrm{g} \cdot \mathrm{cm}^{-3}\)) | Classification | Compaction properties normal proctor | ||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
Gravel | Sand | Silt | Clay | \(\mathrm{W}_{\mathrm{L}}\) | \(\mathrm{W}_{\mathrm{P}}\) | PI | USCS | \(\mathrm{w}_{\mathrm{ot}}\) (%) | \(\uprho _{\mathrm{dmax}}\) (\(\mathrm{g} \cdot \mathrm{cm}^{-3}\)) | |||
Várzea soil\(^1\) | 1 | 50 | 14 | 35 | 48 | 22 | 26 | 0.74 | 2.73 | SC | 15.6 | 1.67 |
Várzea soil\(^2\) | 1 | 55 | 12 | 32 | 46 | 25 | 21 | 0.66 | 2.73 | SC | 18.1 | 1.66 |