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| Situation | Why Use Crack‑Full? | |-----------|----------------------| | A clearly defined joint or fracture that cuts the slope from toe to crest (or close to it) | It can act as a hinge, reducing shear resistance along the slip surface. | | Presence of a weakness zone that is but not necessarily a perfect plane (e.g., a set of closely spaced joints) | Treating it as a full crack gives a conservative estimate of stability. | | You want to evaluate the effect of varying the crack’s location, orientation, or strength on the overall FOS. | The method lets you adjust crack parameters easily. | | The slope is analysed with limit equilibrium (ordinary or modified Bishop, Spencer, etc.) but you need to incorporate a geometric discontinuity that the standard slip‑circle cannot capture. | Crack‑full is built into Slide 3’s limit‑equilibrium framework. | Pirated versions are frozen in time and lack
Typical inputs required to model a full crack include:
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