Oedometer Test Data Interpretation Workbook
The Oedometer Test Data Interpretation Workbook is a structured technical resource—typically in PDF format—designed to guide geotechnical engineers and engineering geologists through the systematic analysis and interpretation of one-dimensional consolidation test data. It provides standardized procedures, graphical methods, and calculation protocols for deriving key soil compressibility and consolidation parameters. The workbook bridges raw laboratory measurements (e.g., void ratio vs. effective stress) to design-relevant properties used in settlement prediction and foundation analysis.
📖 Overview
📑 Key Components
🎯 Applications
- ✓ Predicting primary consolidation settlement of foundations and embankments
- ✓ Assessing overconsolidation ratio (OCR) for slope stability analysis
- ✓ Calibrating constitutive models (e.g., Modified Cam Clay) for numerical simulation
📐 Key Formulas
Compression Index (Cc)
Cc = (e₁ − e₂) / log₁₀(σ′₂/σ′₁)
Quantifies the slope of the virgin compression curve on an e–log σ′ plot; used to estimate settlement under increased effective stress.
Preconsolidation Pressure (σ′ₚ) – Casagrande Method
σ′ₚ = intersection point of the tangent to the steepest part of the e–log σ′ curve and the bisector of the angle formed by that tangent and the horizontal line through the curve's minimum radius of curvature
Empirical graphical estimate of the maximum past effective vertical stress experienced by the soil.
Coefficient of Consolidation (cv)
cv = (Tᵥ × H²) / t₉₀
Relates time factor (Tᵥ ≈ 0.848 for 90% consolidation) and drainage path length (H) to time (t₉₀) required to achieve 90% average degree of consolidation; used to estimate consolidation rate.