📦 Resource csv

Barton-Bandis Joint Parameters Database (CSV)

The Barton-Bandis Joint Parameters Database (CSV) is a structured, open-format dataset containing empirically derived rock joint properties used to characterize the shear strength and deformability of natural discontinuities in rock masses. It compiles measured or estimated values for key parameters—including Joint Roughness Coefficient (JRC), Joint Wall Compressive Strength (JCS), and Basic Friction Angle (φ_b)—as defined by the Barton-Bandis empirical model. This resource supports quantitative rock mechanics analysis in mine ground control, slope stability, and underground excavation design.

📖 Overview

The Barton-Bandis model is a cornerstone empirical framework in rock mechanics for predicting the peak shear strength (τ_peak) and normal stiffness (k_n) of rock joints under varying stress conditions. Developed by Nick Barton and colleagues in the 1970s–1980s, it bridges field observations with numerical modeling by relating measurable joint surface characteristics—such as roughness, wall strength, and aperture—to mechanical behavior. The CSV database serves as a practical implementation of this model, aggregating published and validated joint parameter sets from diverse geological settings (e.g., granite, schist, limestone), often accompanied by site context, measurement methods (e.g., JRC estimated via profile tracing or visual comparison), and uncertainty notes. Each row typically represents a discrete joint or joint set, enabling users to filter, calibrate, or benchmark numerical models (e.g., in UDEC, Phase2, or RS2) or perform statistical analysis of joint property distributions. Beyond deterministic analysis, the database facilitates probabilistic ground support design and risk-informed stability assessments by capturing variability in JRC, JCS, and φ_b across lithologies and tectonic histories.

📑 Key Components

1 Joint Roughness Coefficient (JRC)
2 Joint Wall Compressive Strength (JCS)
3 Basic Friction Angle (φ_b)

🎯 Applications

  • Calibrating discrete element or continuum numerical models for mine pillar stability
  • Estimating in-situ joint shear strength for ground support selection (e.g., bolt length and spacing)
  • Supporting probabilistic rock mass classification (e.g., Q-system, RMi) and empirical design charts

📐 Key Formulas

Barton-Bandis Peak Shear Strength

τ_peak = σ_n × tan[φ_b + JRC × log₁₀(JCS/σ_n)]

Calculates the peak shear stress (τ_peak) of a rock joint under normal stress (σ_n), incorporating empirical roughness (JRC), wall strength (JCS), and basic friction angle (φ_b).

Barton-Bandis Normal Stiffness

k_n = (JCS / JRC²) × (σ_n / σ_ref)^0.5

Estimates the normal stiffness (k_n, in MPa/m) of a closed rock joint, where σ_ref is a reference stress (typically 1 MPa); reflects scale- and stress-dependent joint closure behavior.

🔗 Related Concepts

Rock Mass Classification (Q-system) Discontinuity Characterization Empirical Rock Mechanics

📚 References

#rock-mechanics #mine-ground-control #empirical-modeling #joint-parameters #csv-database