Research Article
Influence of Plate Position on Uplift Failure State and Bearing Capacity of NT-CEP Pile Groups
Table 2
Pile–soil parameter setting.
| | Material | Density (t/mm3) | Elastic modulus (Mpa) | Poisson’s ratio | Cohesion (Mpa) | Friction angle (°) | Expansion angle (°) | Pile–soil friction coefficient |
| | Concrete | 2.25 × 10−9 | 3.465 × 104 | 0.2 | — | — | — | 0.3 | | Clay | 1.488 × 10−9 | 25 | 0.35 | 0.04355 | 10.7 | 10.7 |
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