Anchor Bond Capacity

Estimate geotechnical anchor bond resistance using a Mohr-Coulomb bond model
and the Lendi method (1978).

  • Mohr-Coulomb based bond resistance from interface shear and K₀ confinement.
  • Lendi analytical pull-out formulation (Lendi, 1978).
  • Includes cohesion and frictional bond components.
  • Visualizes anchor geometry, bond length and average bond depth.
  • Suitable for preliminary assessment and sensitivity studies.
  • Results should be checked against project-specific testing and code requirements.

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