Research Article
Research on Bearing Theory of Squeezed Branch Pile
Table 1
Suggested value of the lateral earth pressure coefficient k.
| Data provider | Working conditions | k |
| Kulhawy [20] | Steel pipe piles, concrete piles or H-shaped steel piles with a smooth surface, and a small settlement | (0.7∼1.2) k0 | Yang [21] | Driven steel piles in alluvial deposit or fully weathered granite | (1.2∼1.5) k0 |
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