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    GTS NX Academy Deep Excavation Modeling & Analysis

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    AI Summary
    • Covers theoretical background of Deep Excavations alongside practical modeling in MIDAS GTS NX.
    • Demonstrates Non-Linear Construction stage analysis with Eurocode partial factors simulation.
    • Shows how to import CAD files and develop the final model within the program.
    • Guides a step-by-step workflow from initial modeling to full analysis for hands-on learning.
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    Description

    This session includes theoretical background explanation for Deep Excavations. Advanced features and analysis capabilities available in MIDAS GTS NX catering to this application will also be explained during the session such as Eurocode partial factors simulation in Non-Linear Construction stage analysis for an excavation, importing CAD files in the program and then creating the final model out of it, etc. Participants can also repeat also the modelling and analysis steps simultaneously to get a Hands-On Learning experience for MIDAS GTS NX as the training will cover all the steps from scratch.

    Speaker

    Pragati Saxena Geotechnical Engineer MIDAS IT
    Pragati is a skilled Geotechnical Engineer with more than two years of experience in Numerical Modelling and Finite Element Analysis using MIDAS GTS NX.She has a Master's Degree (Hons) in Geotechnical Engineering from a reputed Indian Institute (IIT) and is proficient in using finite element methods to a range of geotechnical engineering challenges including slopes stability, foundations, excavations, tunneling, etc.
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    FAQs

    Tech Q1. Can water infiltration effects be included when estimating settlement in moisture-sensitive ground? Expand or Collapse

    A. Yes. Water infiltration can be modeled using boundary conditions such as Surface Flux, which allows simulation of water entering the ground. By incorporating this into the analysis, changes in pore pressure and effective stress can be captured, enabling more accurate prediction of settlement behavior. Depending on the model setup, coupling with seepage analysis may further improve reliability.

    Tech Q2. If the excavation has more than 4 faces how do we apply different thicknesses on the e.g. sheet pile? Expand or Collapse
    It is related to geometry modeling, such geometry with variable sheet pile thickness can also be created, and with a greater number of excavation faces, GTS NX has options for those. In such cases, you can define Time Step to include time delay between excavation and support installation.
    Tech Q3. Can we have a time delay between the excavation and the support installation? Expand or Collapse
    A. In such cases you can define Time Step to include time delay between excavation and support installation.
    Q4. Can we have a sample of the Excel template to import boreholes? Expand or Collapse
    A. We just shared a handout file for the Tutorial Bedding Plane. Please confirm the handout and let me know if you need more information.