Ground engineering · Consolidation & preloading

Consolidation settlement calculator

Primary settlement (NC or OC clay) and time to a degree of consolidation.

Standard: Terzaghi 1-D consolidation

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Inputs in the worked example

The live calculator starts with these values; change any of them and every result, check and diagram updates instantly.

InputValueUnit
Clay thickness5m
Initial void ratio e01.1
Compression index Cc0.35
Recompression index Cr0.05
σ'v0 at mid-layer60kPa
Stress increase Δσ50kPa
Clay stateNormally consolidated
Pre-consolidation σ'p90kPa
cv2m²/yr
Target degree U (0–0.99)0.9
DrainageDouble (top & bottom)

Worked example — results

ResultValueUnit
Primary settlement94mm
Drainage path Hdr2.50m
Tv at U0.848
Time to U2.65years
Settlement at U84mm
2.7 yrtime → 5.6 yr (99%)sFinal settlement = 94 mm
Diagram for the worked example

Method, formulas and assumptions

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For preliminary design and education. Check every result against the current standard and your own engineering judgement before use.