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In the world of geotechnical engineering, the transition from 2D limit equilibrium analysis to full 3D modeling has been one of the most significant shifts in the last decade. At the center of this evolution is . Specifically, the way engineers are now handling cracks —both tension cracks and pre-existing geological joints—has become a "hot" topic of discussion in consultancy offices and academic circles alike.

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changed the game by allowing engineers to calculate the FS of a 3D failure surface using the same Limit Equilibrium Method (LEM) principles. The reason it’s a "hot" keyword is its ability to integrate with sensor data, such as radar monitoring, to identify exactly where a crack might be forming in real-time. 2. Modeling Tension Cracks in Slide3 In the world of geotechnical engineering, the transition