Research Article
Investigation of the Effects of Anisotropic Flow of Pore Water and Multilayered Soils on Three-Dimensional Consolidation Characteristics
Table 2
Physical properties and compaction characteristics (at standard Proctor) of soils.
| Properties | Silty-sand soil | Silty-clay soil |
| Specific gravity | 2.58 | 2.50 | Liquid limit (%) | 25.30 | 53.35 | Plastic limit (%) | 19.03 | 29.32 | Plasticity index (%) | 4.27 | 24.03 | Grain size | ā | ā | Sand (%) | 61.60 | 4.86 | Silt (%) | 21.68 | 41.46 | Clay (%) | 16.72 | 53.68 | Optimum moisture content (OMC) (%) | 13.10 | 25.75 | Maximum dry density (MDD) (gm/cm3) | 1.88 | 1.56 | Permeability at MDD (cm/sec) | | |
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