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I wonder about Soil-Structure_Interaction(SSI) in sand

    • Chul_Young
      Subscriber

      I am currently conducting an analysis of piles embedded in sandy ground through ANsys. The ground used in this study was Dunkirk sand. The geomechanical data in the engineering data used mohr-coulomb and the cohesion was reduced to 2,000Pa, but the analysis does not work. I don't know much about geotechnical analysis, so I'd like to ask for help.

      Since I don't know how to attach it, I'm leaving the file access link below.

      https://drive.google.com/file/d/1nHu-8ZKFSTT4I3J9saO73PulpdmOKfkZ/view?usp=share_link

    • Ashish Khemka
      Forum Moderator

      Hi,

      Try doing a web search with title - 'soil structure interaction ansys' and you might be able to find many videos which may be relevant.

       

      Thanks and Regards,

      Ashish Kumar

       

      • Chul_Young
        Subscriber

        Thank you for answer.
        Since I am not a civil engineering major, I searched for related videos on YouTube. Some of those images were based on only elastic analysis, not elastic material, and I would like to use Mohr-Coulomb or cam-clay, but I have not seen any videos that analyzed these data. I’m trying to find related content. What kind of video are you watching?

    • Chul_Young
      Subscriber

      Thank you for answer.
      Since I am not a civil engineering major, I searched for related videos on YouTube. Some of those images were based on only elastic analysis, not elastic material, and I would like to use Mohr-Coulomb or cam-clay, but I have not seen any videos that analyzed these data. I’m trying to find related content. What kind of video are you watching?

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