Research Article
The Effect of Distance between Sheet Pile and Foundation on Bearing Capacity of Foundation
Table 1
Properties of the material used in the experiment.
| | Parameters | Values |
| | Specific gravity, Gs (kN/m3) | 2.77 | | D10 (mm) | 0.18 | | D30 (mm) | 0.32 | | D50 (mm) | 0.45 | | D60 (mm) | 0.56 | | Cu | 3.11 | | Cc | 1.02 | | Maximum – Minimum particle size, Dmax-Dmin (mm) | 1–0.074 | | Maximum dry density (kN/m3) | 14.3 | | Minimum dry density (kN/m3) | 17.5 | | Maximum void ratio, emax | 0.903 | | Minimum void ratio, emin | 0.553 | | Relative density Dr | 16% | | Soil classification | SP | | Angle of internal friction (°) | 40 |
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