Research Article
Upper Bound Finite Element Limit Analysis of Pullout Characteristics of Normal-Stressed Circular Anchor Plate
Table 1
Properties of numerical model.
| Diameter of plate anchor
(m) | Unit weight of the soil
(kN/m3) | Cohesion (kPa) | Friction angle (°) | Embedment ratio () | Inclined angle of plate anchor (°) |
| | 1 | 20 | 0-40 | 0-40 | 1-8 | 0-90 |
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