GEO-07
Time factor and degree of consolidation
Tv = Cv t / Hdr² with U ≈ √(π Tv/4) for U < 0.6.
Governing equation
where
- c_v
- Coefficient of consolidation (m²/yr)
- t
- Time (yr)
- H_{\mathrm{dr}}
- Drainage path (m)
- T_v
- Time factor (—)
- U
- Degree of consolidation (—)
Lecture brief
Historical brief
Soil mechanics became a quantitative laboratory after Karl von Terzaghi’s 1925–1943 work on effective stress, consolidation and bearing. These sheets still size shallow foundations, retaining walls, piles and drainage in SI. This sheet (GEO-07 — Time factor and degree of consolidation) is the form associated with Terzaghi 1925. Working symbols: , , , . Terzaghi's 1-D diffusion equation ∂u/∂t = Cv ∂²u/∂z² yields a Fourier series; the early-time parabola U = √(π Tv/4) is the usual field approximation.
Purpose
Live realistic example
In symbols
Calculator
Inputs
Outputs
- Time factor T_v2.0000 —
- Degree of consolidation U0.994 —
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Narration of this film
Double drainage: Hdr = H/2. Caps U at 1.
Terzaghi's 1-D diffusion equation ∂u/∂t = Cv ∂²u/∂z² yields a Fourier series; the early-time parabola U = √(π Tv/4) is the usual field approximation.
Watch on YouTube