Ground engineering · Consolidation & preloading
1D consolidation: multi-layer finite difference calculator
Layered clay with different cv and mv, drained at the top, bottom or both. Solves the consolidation equation numerically and plots isochrones and settlement against time.
Standard: Terzaghi 1D · explicit finite difference · layered cv & mv
Open the live calculator → All ground engineering 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 |
|---|---|---|
| Layers (top down): H (m), cv (m²/yr), mv (1/MPa) | 3, 1.5, 0.6 4, 0.8, 0.9 3, 3.0, 0.3 | |
| Load increment Δσ | 80 | kPa |
| Top boundary | Drained | |
| Bottom boundary | Drained | |
| Times (years) | 0.1, 0.5, 1, 2, 5, 10 |
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For preliminary design and education. Check every result against the current standard and your own engineering judgement before use.