Rocscience Slide3 Crack Link [work] Jun 2026

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| Tip | Reason | |-----|--------| | (e.g., 0.5 mm) and refine** | Prevents over‑linking in dense networks that would mask the most critical pathways. | | Use a sensitivity study (vary Δa, θₘₐₓ) | Shows how robust the identified link is to parameter uncertainty. | | Combine with hydraulic analysis (Phase2 + Flow) | Crack links often act as preferential flow conduits; coupling with seepage analysis can reveal “hydro‑mechanical” links. | | Validate against field measurements (e.g., LIDAR, extensometers) | Guarantees that the modelled link corresponds to a real physical feature. | | Leverage the “Link Strength” output | The software reports an equivalent tensile strength for each bridge element; use it to prioritize reinforcement. |

“Now that we have introduced the basic fracture network in the previous slide, let’s focus on how individual cracks interact to form a crack link —the fundamental conduit for progressive failure in rock masses.

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