Enter the pile diameter, length and the soil profile, and Volex Anvil computes the axial capacity: the shaft friction along the pile and the end-bearing base resistance, combined and factored to the EC7 design approach to give the design resistance Rc,d.
The bearing-capacity method follows Meyerhof (1976) for driven piles in sand, cross-checked against Tomlinson & Woodward, 'Pile Design and Construction Practice'. Shaft and base components are reported separately so the calculation is transparent.
| Quantity | Published | Volex Anvil | Error |
|---|---|---|---|
| Shaft friction Qs | 725.7 kN | 725.7 kN | 0.00% |
| Base resistance Qb | 1347 kN | 1347 kN | 0.00% |
Every result carries its clause references. Free tier, results in seconds.