Research Article
Examination of the Behavior of Gravity Quay Wall against Liquefaction under the Effect of Wall Width and Soil Improvement
Table 1
Features of the materials used in the analytical models of the gravity quay wall.
| Materials | Behavior model | Dry density (Dry unit weight) (Kg/m3) | Relative density ( %) | Void ratio | Porosity | Angle of internal friction | SPT | Shear modulus (MPa) | Bulk module (MPa) |
| 1 | Finn | 1600 | 47 | 1 | 0.500 | 32 | 10 | 6 | 10 |
| 2 | Finn | 1530 | 55 | 0.704 | 0.413 | 36.5 | 13 | 6 | 10 | Finn | 1559 | 67 | 0.673 | 0.402 | 38.5 | 20 | 8 | 13.33 | Finn | 1575 | 75 | 0.650 | 0.394 | 40 | 25 | 9.2 | 15.33 | Finn | 1586 | 82 | 0.630 | 0.387 | 41.5 | 30 | 10 | 16.66 | Finn | 1591 | 89 | 0.610 | 0.79 | 42.9 | 35 | 11.2 | 18.66 | Finn | 1595 | 94.86 | 0.597 | 0.374 | 43.4 | 40 | 12 | 20 |
| 3 | Mohr-Coulomb | 2000 | — | — | — | 42 | — | 12 | 20 |
| 4 | Elastic | 2400 | — | — | — | — | — | 8300 | 11100 |
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