INGENIA

GEO-37

Vesic rigidity index Ir

Ir = G / (c + σ′ tan φ′). Rigid if Ir > I_r,crit, otherwise a compressibility correction.

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BearingVesic Ir

Governing equation

Ir=Gc+σtanφI_r=\dfrac{G}{c+\sigma'\tan\varphi'}

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: GG, cc', σ\sigma', φ\varphi' \rightarrow IrI_r. Vesic compared the elastic stiffness to the strength on the failure envelope. Soft soils need ξc, ξq, ξγ < 1.

Purpose

Purpose: compute IrI_r from GG, cc', σ\sigma', φ\varphi' in Geotechnical engineering via Ir=Gc+σtanφI_r=\dfrac{G}{c+\sigma'\tan\varphi'} Ir = G / (c + σ′ tan φ′). Rigid if Ir > I_r,crit, otherwise a compressibility correction. Use it when a real geotechnical engineering question must be answered in SI before a code check.

Live realistic example

In symbols

Live case. Given G=12.000MPaG = 12.000\,\mathrm{MPa}, c=10.000kPac' = 10.000\,\mathrm{kPa}, σ=80.000kPa\sigma' = 80.000\,\mathrm{kPa}, φ=28.000\varphi' = 28.000\,\mathrm{^{\circ}}, the governing relation Ir=Gc+σtanφI_r=\dfrac{G}{c+\sigma'\tan\varphi'} yields Ir=228.4I_r = 228.4\,\mathrm{—}. A shear modulus, a strength, a dimensionless rigidity. Move a slider: the numbers are this situation, not a canned story.

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Outputs

  • Rigidity index I_r228.4
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GEO-37 · bearing
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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.

Reading speed

Watch on YouTube