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Q: How do I request a trial license for Rocscience Slide3? A: Contact Rocscience directly to inquire about their trial policy and request a trial license.
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| | Crack Link | |-----------|----------------| | Left panel (visual) | A 3‑D rendering from RS2 showing a stochastic fracture network. Individual fractures are light‑gray; the identified crack link is highlighted in bright orange with arrows indicating the direction of potential slip. | | Middle panel (definition) | Crack Link = “A continuous, mechanically active pathway formed by the intersection or close proximity of two or more individual cracks.” | | Right panel (key parameters) | • Aperture tolerance (Δa) – 0.25 mm • Angular tolerance (θₘₐₓ) – 15° • Linkage distance (Lₗᵢₙₖ) – 5 mm | | Bottom banner | Case Study: Glenwood slope – crack‑link network predicts observed scarps. | Q: How do I request a trial license for Rocscience Slide3
In three-dimensional slope stability analysis, the presence of pre-existing geological structures—such as faults, joints, or tension cracks—significantly dictates the factor of safety (FoS) of a slope. While continuum models assume a solid material, they often fail to capture the localized failure mechanisms driven by these discontinuities. Rocscience Slide3 addresses this through the integration of structural elements, specifically the "Crack" entity and its associated "Crack Link" functionality. This paper explores the mechanics of the Crack Link feature, demonstrating how it couples geometric discontinuities with hydrodynamic forces to provide a rigorous safety assessment for complex geotechnical models. | | Crack Link | |-----------|----------------| | Left
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