Retaining & slopes · Earth pressures
Lateral earth pressure calculator
Active, passive or at-rest pressure diagram with water table, surcharge and cohesion.
Standard: Rankine / Coulomb · Jaky K0
Open the live calculator → All retaining & slopes calculators
Inputs in the worked example
The live calculator starts with these values; change any of them and every result, check and diagram updates instantly.
| Input | Value | Unit |
|---|---|---|
| Wall height | 6 | m |
| φ' | 30 | ° |
| c' | 0 | kPa |
| γ | 19 | kN/m³ |
| Surcharge | 10 | kPa |
| Depth to water table | 4 | m |
| State | Active | |
| Active method | Rankine | |
| Wall friction δ (Coulomb) | 20 | ° |
| Backfill slope β | 0 | ° |
| Wall back batter α | 0 | ° |
Worked example — results
| Result | Value | Unit |
|---|---|---|
| Ka Rankine | 0.333 | |
| Ka Coulomb | 0.297 | |
| Kp Rankine | 3.00 | |
| K0 = 1 − sin φ' | 0.500 | |
| K used | 0.333 | |
| Resultant P (soil + water) | 147 | kN/m |
| Acts above base | 2.02 | m |
Method, formulas and assumptions
- Rankine: Ka = (1 − sin φ)/(1 + sin φ), Kp = 1/Ka
- Coulomb: Ka = cos²(φ − α) / {cos²α cos(α + δ)[1 + √(sin(φ + δ) sin(φ − β)/(cos(α + δ) cos(α − β)))]²}
- σh = K(σ'v + q) ∓ 2c√K, tension cut off at zero; water pressure added below the GWL
- Resultant and its height by numerical integration of the pressure diagram
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For preliminary design and education. Check every result against the current standard and your own engineering judgement before use.