Research Article
Effect of Vertical Pressure on Horizontal and Vertical Permeability of Soil and Effect of Surcharge Pressure on 3D Consolidation of Soil
Table 1
Physical properties and compaction characteristics of soils [
18].
| Soil properties | Silty sand with clay soil | Silty-clay soil |
| Specific gravity | 02.58 | 02.50 | Liquid limit (%) | 25.30 | 53.35 | Plastic limit (%) | 19.03 | 29.32 | Plasticity index (%) | 04.27 | 24.03 | Grain size | | | 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) (kN/m3) | 18.80 | 15.60 | Coefficient of permeability at MDD (m/s) | 8.87E − 09 | 3.39E − 10 |
|
|