Summary of test pile design
| Test pile ID | As-built pile toe level (m AHD) | O-Cell position (m AHD)* | Upward side shear resistance including pile self-weight (MN) | Downward side shear + base resistance excluding pile self-weight (MN) | Nominated test load (MN)** |
|---|---|---|---|---|---|
| 1 | −70.000 | −34.09 | 41.204 (34.000***) | 41.024 (34.000***) | 29.672 |
| 2 | −75.000 | −50.64 | 32.802 | 32.724 | 30.375 |
| 3 | −22.000 | −15.99 | 44.951 (42.500***) | 45.047 (42.500***) | 29.578 |
| 2A | −84.845 | −79.32 | 30.250 | 36.088 | 30.375 |
| Test pile | As-built pile toe level (m | O-Cell position (m | Upward side shear resistance including pile self-weight ( | Downward side shear + base resistance excluding pile self-weight ( | Nominated test load ( |
|---|---|---|---|---|---|
| 1 | −70.000 | −34.09 | 41.204 (34.000 | 41.024 (34.000 | 29.672 |
| 2 | −75.000 | −50.64 | 32.802 | 32.724 | 30.375 |
| 3 | −22.000 | −15.99 | 44.951 (42.500 | 45.047 (42.500 | 29.578 |
| 2A | −84.845 | −79.32 | 30.250 | 36.088 | 30.375 |
*Elevation at the top of bottom bearing plate; **50% of the maximum value of Criteria #1 and Criteria 2 as presented in Table 3; ***Values shown in () were re-assessed and revised upon receipt of full lab test results after the IFC (i.e., issued for construction) submission
Sharing content requires targeting cookies to be enabled. Please update your cookie preferences to use this feature.