Parallel Tunnel Analysis for Change in Lateral Pressure Coefficients

  • Bridge Engineering
  • midas SoilWorks
  • 2013.05.09

From this tutorial, the user will understand the workflow associated with checking the stability of tunnel excavation based on variable lateral pressure coefficients. The user will also learn the use of various basic functions and the workflow of SoilWorks in the process, which involves numerical analysis for tunnel construction stages.  Result analysis and report generation will be also


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