Enter the retained height, soil parameters and water table, and Volex Anvil computes the active and passive earth pressures, the embedment depth for equilibrium with a factor of safety on passive resistance, and the maximum bending moment used to select the sheet pile section.
The limit-equilibrium method uses Rankine earth-pressure theory, cross-checked against Craig's 'Soil Mechanics' and Bond & Harris, 'Decoding Eurocode 7'. Pressures, embedment and Mmax are all shown for checking.
| Quantity | Published | Volex Anvil | Error |
|---|---|---|---|
| Active coefficient Ka (φ=30°) | 0.333 | 0.333 | 0.00% |
| Maximum bending moment Mmax | 130.0 kNm/m | 130.0 kNm/m | 0.00% |
Every result carries its clause references. Free tier, results in seconds.