Time Factor for Consolidation
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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 T_v 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 c_v = 3×10⁻⁷ m²/s draining 3 m reaches T_v = 3×10⁻⁷ × 8.64×10⁶ s ÷ 9 = 0.288 after 100 days.
The trap is H_dr, and it is a factor-of-four trap because it is squared. H_dr is the longest path a water molecule must travel to escape, so a clay layer sandwiched between two sand layers drains both ways and H_dr is half the layer thickness; a clay on bedrock drains one way and H_dr 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 c_v, 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
- = Coefficient of consolidation (m²/s)
- = Elapsed time
- = Longest drainage path
- Time factor — Time Factor from Degree of Consolidation (U ≤ 60%), Terzaghi Ultimate Bearing Capacity (Strip Footing)
- Coefficient of consolidation (m²/s) — Minor Loss from K Factor, Equivalent Length of a Fitting
- Elapsed time — Exponential Growth by Doubling Time, RC Capacitor Discharge
- Longest drainage path — Hydraulic Gradient, Pore Water Pressure (u = γw zw)