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If a crack is "linked" to the water table or a hydraulic field, Slide3 calculates the pressure head at the centroid of the crack faces. This pressure acts as an external load, pushing the crack faces apart. This significantly reduces the frictional resistance along the crack, as described by the Mohr-Coulomb failure criterion:

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I need to make sure my response is clear, not too technical, and guides them towards legal avenues without being judgmental. Avoid any markdown formatting as per the user's request and keep the text natural. Let me put all this together in a concise and helpful manner. If a crack is "linked" to the water

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