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
📑 Key Components
🎯 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.