GEO-37
Vesic rigidity index Ir
Ir = G / (c + σ′ tan φ′). Rigid if Ir > I_r,crit, otherwise a compressibility correction.
Governing equation
where
- G
- Shear modulus (MPa)
- c'
- Cohesion (kPa)
- \sigma'
- Mean effective (kPa)
- \varphi'
- Friction angle (°)
- I_r
- Rigidity index (—)
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-37 — Vesic rigidity index Ir) is the form associated with Vesic Ir. Working symbols: , , , . Vesic compared the elastic stiffness to the strength on the failure envelope. Soft soils need ξc, ξq, ξγ < 1.
Purpose
Live realistic example
In symbols
Calculator
Inputs
Outputs
- Rigidity index I_r228.4 —
Watch on YouTube
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 shear modulus, a strength, a dimensionless rigidity.
Vesic compared the elastic stiffness to the strength on the failure envelope. Soft soils need ξc, ξq, ξγ < 1.
Watch on YouTube