Time Factor for Consolidation
Worked example: cv 3e-7 m²/s, 100 days, Hdr 3 m → Tv = 0.288 — press Try an example to run it live, then adjust anything.
Enter your known values, leave one input blank, and solves for the missing one. Tap a variable’s symbol to see what it means, with a typical value. Try different units for next level excitement!
Time Factor for Consolidation explained
Terzaghi's one-dimensional consolidation equation is a diffusion equation, and like every diffusion problem it collapses onto a single dimensionless group: time multiplied by a diffusivity and divided by the square of the distance the water has to travel. Two clay layers with the same are at the same stage of consolidation regardless of their absolute size, which is exactly what lets a 20 mm oedometer specimen predict a 6 m layer. A clay with = 3×10⁻⁷ m²/s draining 3 m reaches = 3×10⁻⁷ × 8.64×10⁶ s ÷ 9 = 0.288 after 100 days.
The trap is , and it is a factor-of-four trap because it is squared. is the longest path a water molecule must travel to escape, so a clay layer sandwiched between two sand layers drains both ways and is half the layer thickness; a clay on bedrock drains one way and is the full thickness. Get it wrong and your predicted time is out by four. This is also the whole logic of wick drains and sand drains: you cannot change , but installing vertical drains at 1.5 m centres turns a 10 m vertical path into a 0.75 m horizontal one and cuts the consolidation time by a factor of nearly two hundred.
Time Factor for Consolidation formula
- = Time factor
- = Coefficient of consolidation (m²/s)
- = Elapsed time (s)
- = Longest drainage path (m)
Missing one of these? Work it out first, then come back
- Time factor — Time Factor from Degree of Consolidation (U ≤ 60%), Bend Allowance
- Coefficient of consolidation — Taylor Number (rotating-flow instability), Fick's First Law of Diffusion
- Elapsed time — Snowpack Settlement (Viscous Compaction), Exponential Growth by Doubling Time