Geotechnical Questions with the tag: Software

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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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  • Hi, I am using Plaxis 3D Foundation for retention wall design using different EI for adjacent wall as geology requirement. However, the output at the …
        Asked 09/02/2011 09:04, updated: 12/06/2013 12:43 by Davejpw

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  • Hi everyone I am trying to model a moving vibratory roller on a two layers soil (this sand layer on top of semi infinite layer), I am modelling the to…
        Asked 13/12/2010 03:09, updated: 12/06/2013 12:43 by Roozbeh6

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  • Hi, Everyone can guide to correct for rubber membrane in CU triaxial test. The diameter specimen is 38mm, height to diameter ratio is 2. The thickness…
        Asked 23/10/2010 07:27, updated: 12/06/2013 12:43 by Tynhanh

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  • Dear Forum users, problem: how to reduce a size of large model keeping same horizontal and vertical stress in the model. Although my question is based…
        Asked 27/08/2010 09:18, updated: 12/06/2013 12:43 by Binsbins

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  • Hey guys, I just began to work with Plaxis and I was wondering if anybody know how Plaxis calculates the elastic solution (the youngs-modulus) before …
        Asked 01/08/2010 12:41, updated: 12/06/2013 12:43 by Petr84

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  • I am comparing the analysis of sheet pile walls in plaxis 2D and 3D, to begin my parametric study I need to develop a model in each program of the sam…
        Asked 30/07/2010 12:25, updated: 31/07/2019 18:11 by Cameron

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  • I recently saw a standard operating procedure for shipping Shelby Tubes to the laboratory in which the sample was packed in dry ice to freeze it quick…
        Asked 31/03/2010 21:20, updated: 12/06/2013 12:43 by Bruce Castle

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  • Small, free program to convert Hoek-Brown parameters to Mohr-Coulomb parameters, done in my spare time. Would really appreciate your feedbacks.
        Asked 28/12/2008 00:39, updated: 12/06/2013 12:43 by Fotis77k

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  • Does anyone have idea about open source FEM code for geotechnical analysis using non-linear failure criteria?
        Asked 19/11/2008 07:48, updated: 12/06/2013 12:43 by Sanjay Jha

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Q&A Experts


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