Research Article
Numerical Analysis of Laterally Loaded Piles Affected by Bedrock Depth
Table 1
Material properties used in the FLAC3D.
| | | Model | γ′ (kN/m3) | ϕ (°) | Su (MPa) | E (MPa) | υ |
| | Pile | Elastic | 68 | n/a | n/a | 210,000 | 0.300 | | Sand | M–C model | 9 | 35.9 | 0 | 42 | 0.300 | | Bedrock | M–C model | 16 | 0 | 27.6 | 22,300 | 0.287 |
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