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6. Modeling cracks explicitly (when needed)

• Cohesive-zone or interface-element approach: define traction–separation laws (peak tensile strength, critical separation, fracture energy). Use for explicit fracture propagation studies.
• Discrete-fracture networks: represent key joints and fracture sets explicitly using interface elements with frictional/shear behavior.
• XFEM or enriched methods (if supported by software): allow discontinuities inside elements.
• For rock masses, use jointed-rock approaches and calibrate joint stiffness and opening criteria from lab/field data.
• Calibrate fracture parameters via lab direct-tension tests, Brazilian tests, or back-calibration from field observations.

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