GEO-28
Janbu constrained-modulus settlement
M = m pa (σ′/pa)^a, s = Δσ′ H / M. Nonlinear constrained modulus.
Governing equation
where
- m
- Modulus number (—)
- a
- Stress exponent (—)
- \sigma'
- Effective stress (kPa)
- \Delta\sigma'
- Stress increment (kPa)
- H
- Layer thickness (m)
- M
- Constrained modulus (kPa)
- s
- 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-28 — Janbu constrained-modulus settlement) is the form associated with Janbu. Working symbols: , , , , , . Janbu's modulus number m and stress exponent a collapse oedometer curves onto a power law.
Purpose
Live realistic example
In symbols
Calculator
Inputs
Outputs
- Constrained modulus M8000 kPa
- Settlement s20.0 mm
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Free library
Full libraryFree PDF / open book
- University Physics Vol. 1 (mechanics, waves)OpenStax · CC BY · Free PDF / open book
- LibreTexts Engineering bookshelfLibreTexts · CC · Free PDF / open book
- LibreTexts GeosciencesLibreTexts · CC · Free PDF / open book
- SI Brochure (BIPM)BIPM · Free PDF / open book
YouTube channels
Narration of this film
A clay layer, a stress increment, a Janbu spring.
Janbu's modulus number m and stress exponent a collapse oedometer curves onto a power law.
Watch on YouTube