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    From 3D FEM Assessment to 2D LEM Verification in One Integrated Workflow All in one Solution for
    LEM and FEM Slope Stability

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    AI Summary

    This session introduces a practical slope stability assessment workflow using both LEM and FEM in MIDAS GTS NX. Through comparative examples, participants will understand how each method evaluates Factor of Safety, failure zones, displacement behavior, and critical sections, while learning how 3D FEM results can be used to support efficient 2D LEM analysis.

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    Description

    Slope stability analysis often requires both reliable safety evaluation and a clear understanding of failure behavior. In this session, we explore how LEM and FEM can be used together in MIDAS GTS NX to assess slope stability more effectively.

     

    The session covers key differences between LEM, FEM based Strength Reduction Method, and Stress Analysis Method, followed by practical demonstrations of 3D slope assessment and critical section export for 2D LEM analysis.

    Key Points

    Compare LEM and FEM approachesUnderstand how each method evaluates slope stability, including Factor of Safety, failure surface, displacement, and stress strain behavior.

    Assess 3D slope stability in GTS NXLearn how to analyze complex slope conditions with terrain, soil layers, groundwater, and realistic failure mechanisms.

    Export critical sections for 2D LEM analysisSee how 3D FEM results can help identify the most critical section and support faster, practical LEM based design evaluation.

    Speaker

    Siddhartha Pathak Technical Support Engineer MIDAS IT
     Dr. Siddharth Pathak is a Technical Support Engineer at the MIDAS R&D Centre, Navi Mumbai, specializing in geotechnical numerical modelling with MIDAS GTS NX. He holds a Ph.D. in Geotechnical Engineering from IIT Mandi, where his research focused on strain-rate effects in sand and pile behavior under rapid load tests. Before joining MIDAS, he gained valuable industry and consultancy experience in geotechnical design, including slope stability, deep foundations, and ground improvement. 
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