INGENIA

GEO-31

Overconsolidation ratio

OCR = σ′p / σ′v0. Preconsolidation over present effective overburden.

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ConsolidationCasagrande

Governing equation

OCR=σp′/σv0′\mathrm{OCR}=\sigma'_p/\sigma'_{v0}

σv0′∈[10,400]\sigma'_{v0} \in \left[10, 400\right]

where

\sigma'_p
Preconsolidation (kPa)
\sigma'_{v0}
Present effective (kPa)
OCR
OCR (—)

The figure, part by part

Each numbered marker wears the color of its card. Hover a card to light the marker. Tap a marker to jump to that card. The slider walks a red point along the curve; Animate drawing traces it like a pen.

GEO-31 · curve
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①

Governing law — red

OCR=σp′/σv0′\mathrm{OCR}=\sigma'_p/\sigma'_{v0}

σv0′∈[10,400]\sigma'_{v0} \in \left[10, 400\right]

σv0′=10\sigma'_{v0} = 10OCR=18OCR = 18

②

Domain of the variable — blue

\sigma'_{v0}_{\min} = 10,\quad \sigma'_{v0}_{\max} = 400

σv0′∈[10,400]\sigma'_{v0} \in \left[10, 400\right]

σv0′=10\sigma'_{v0} = 10σv0′=10\sigma'_{v0} = 10

③

Response curve — green

OCR=σp′/σv0′\mathrm{OCR}=\sigma'_p/\sigma'_{v0}

σv0′∈[10,400]\sigma'_{v0} \in \left[10, 400\right]

σv0′=10\sigma'_{v0} = 10OCR=18OCR = 18

④

Rate of change — amber

dOCRdσv0′\frac{\mathrm{d}OCR}{\mathrm{d}\sigma'_{v0}}

σv0′∈[10,400]\sigma'_{v0} \in \left[10, 400\right]

σv0′=12.45\sigma'_{v0} = 12.45OCR′=−1.208OCR^{\prime} = -1.208

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-31 — Overconsolidation ratio) is the form associated with Casagrande. Working symbols: σp′\sigma'_p, σv0′\sigma'_{v0} →\rightarrow OCROCR. Casagrande's construction on the e–log σ′ curve picks σ′p. OCR > 1 means the clay remembers a heavier past.

Purpose

Purpose: compute OCROCR from σp′\sigma'_p, σv0′\sigma'_{v0} in Geotechnical engineering via OCR=σp′/σv0′\mathrm{OCR}=\sigma'_p/\sigma'_{v0} OCR = σ′p / σ′v0. Preconsolidation over present effective overburden. 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 σp′=180.000 kPa\sigma'_p = 180.000\,\mathrm{kPa}, σv0′=80.000 kPa\sigma'_{v0} = 80.000\,\mathrm{kPa}, the governing relation OCR=σp′/σv0′\mathrm{OCR}=\sigma'_p/\sigma'_{v0} yields OCR=2.25 —OCR = 2.25\,\mathrm{—}. A yield point on a compression curve, a ratio. Move a slider: the numbers are this situation, not a canned story.

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Outputs

  • OCR OCR2.25 —
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GEO-31 · curve
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Narration of this film

A yield point on a compression curve, a ratio.

Casagrande's construction on the e–log σ′ curve picks σ′p. OCR > 1 means the clay remembers a heavier past.

Reading speed

Watch on YouTube