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In limit equilibrium analysis, cohesive soil slopes often exhibit tensile stresses near the crest that exceed the soil's tensile strength, leading to the formation of tension cracks. Traditional modeling often requires manual crack definition, which can overlook the most critical failure surfaces. This paper explores the Define Tension Crack features in

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If you have done a site survey and know exactly where the crack is (e.g., "2 meters back from the crest"), you should model it explicitly as geometry.

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