Research Article
Bending Moment Calculations for Piles Based on the Finite Element Method
Table 15
Comparison of horizontal displacements calculated by 2-D and 3-D analyses.
| Pile spacing | 2 m | 9 m | 100 m | 1000 m | Element type | CPE4-D | C3D8 | CPE4-D | C3D8 | CPE4-D | C3D8 | CPE4-D | C3D8 |
| (m) | 0.04008 | 0.04016 | 0.04391 | 0.04477 | 0.04543 | 0.04575 | 0.04608 | 0.04575 | (m) | −0.00675 | −0.00672 | −0.00776 | −0.007405 | −0.00782 | −0.00732 | −0.00766 | −0.00732 |
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