Geotechnical Questions with the tag: Software

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  • Does anybody able to use SAFE v7.01 software?
        Last answered 28/05/2013 16:59, updated: 29/05/2013 13:18 by Bo

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  • i am trying to simulate vibratory roller movement on a soil layers, and it seems impossible to simulate the moving behavior of the roller in Plaxis 2D…
        Asked 18/05/2013 18:09, updated: 12/06/2013 12:25 by Karimgt

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  • Hi I have some question about pile modelling with interface and using shear curves. first of all i want to know how i can estimate ultimate shear forc…
        Asked 12/05/2013 08:35, updated: 12/06/2013 12:25 by Alireza Abdolrezaie

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  • Dear collegues, I would like to share this experiment born for my pre-design necessities and then directed as freeware to the students of my basic cou…
        Asked 01/02/2013 16:12, updated: 07/06/2013 16:02 by Sandro Rino Muscolino

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  • TNO DIANA is offering new technical online courses that demonstrate the various applications of DIANA:Attendance/Presentation of Paper at 15th World E…
        Asked 10/09/2012 09:41, updated: 12/06/2013 12:43 by Geoengineer.org

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  • Datgel’s CPT Tool 3 places advanced reporting capabilities directly in the hands of geotechnical engineers. Read more...
        Asked 24/08/2012 09:48, updated: 12/06/2013 12:43 by Geoengineer.org

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  • Hi all, I'm developing my own software to read all output from plaxis output file (Plaxis 2d 2010). for example , Displacement for each phase. Now I c…
        Asked 30/03/2012 17:51, updated: 12/06/2013 12:43 by Margmarg

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  • I am having problems with my final year project. I could't find any information on the internet. I hope there is someone who can help me. Thank you
        Asked 15/03/2012 10:15, updated: 12/06/2013 12:43 by Juznoob

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  • Hi Guys, Regarding pile modelling in PLAXIS, (static Load Test) I am wondering if anybody can tell me how to separate between shaft resistance and end…
        Asked 25/08/2011 04:18, updated: 12/06/2013 12:43 by ParsaParsa

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  • Does anybody know how to get strain history of structural liner element in FLAC. Actually in utility we can give only axial , shear force and moment h…
        Asked 12/06/2011 18:40, updated: 12/06/2013 12:43 by Rupnarnitin

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Q&A Experts


Stephen Buttling
Principal at National Geotechnical Consultants
2
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Micha Van der Sloot
Sr, Manager User Success, Geotechnical (PLAXIS) at Bentley Systems
1
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