Research Article
Calculation of Active Earth Pressure for Narrow Backfill with a Curved Slip Surface
Table 4
Various K values in this paper from widely used formulas.
| Method | Expression of | K values in the case of φ = 32.8°, δ = 22° |
| Coulomb [6] | | 0.267 | Rankine [5] | | 0.297 | Handy [11] | | 0.324 | Paik and Salgado [15] | | 0.325 | Khosravi et al. [4] | | 0.331 | Jaky [28] | | 0.458 | For test | | 0.375 | For test | | 0.542 |
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