GEO-36
Secondary compression Cαe
ΔHs = [Cαe H /(1+e0)] log10(t2/t1) after primary ends.
Governing equation
where
- C_{\alpha e}
- Secondary index (—)
- H
- Thickness (m)
- e_0
- Void ratio (—)
- t_1
- Start of secondary (yr)
- t_2
- Time of interest (yr)
- \Delta H_s
- Secondary settlement (mm)
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-36 — Secondary compression Cαe) is the form associated with Mesri Cαe. Working symbols: , , , , . Mesri: Cαe/Cc ≈ 0.04 ± 0.01 for inorganic clay. Creep on log-time after Tv charts have finished.
Purpose
Live realistic example
In symbols
Calculator
Inputs
Outputs
- Secondary settlement \Delta H_s63.3 mm
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Narration of this film
A clock after primary, a slow settlement.
Mesri: Cαe/Cc ≈ 0.04 ± 0.01 for inorganic clay. Creep on log-time after Tv charts have finished.
Watch on YouTube