Geotechnical Questions with the tag: Software

Search New Question

Welcome to the GeoWorld's Q&A!

Here you can find information on a wide variety of geotechnical topics. You can ask questions and get answers from real experts, geoprofessionals and members of GeoWorld. You can also browse through the questions, post your answers about topics you are familiar with, and rate the answers of other members.


Take active part in the Q&A!

By participating in the new GeoWorld's Q&A you will benefit by learning and networking and may be recognized as a Q&A expert.

Need help on using GeoWorld's Q&A? See our guide here

  • 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 00:18, updated: 12/06/2013 08:43 by ParsaParsa

    0
    Answers

  • 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 14:40, updated: 12/06/2013 08:43 by Rupnarnitin

    0
    Answers

  • 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 14:40, updated: 12/06/2013 08:43 by Rupnarnitin

    0
    Answers

  • 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 04:04, updated: 12/06/2013 08:43 by Davejpw

    0
    Answers

  • 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 12/12/2010 22:09, updated: 12/06/2013 08:43 by Roozbeh6

    0
    Answers

  • 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 03:27, updated: 12/06/2013 08:43 by Tynhanh

    0
    Answers

  • 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 05:18, updated: 12/06/2013 08:43 by Binsbins

    0
    Answers

  • 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 08:41, updated: 12/06/2013 08:43 by Petr84

    0
    Answers

  • 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 08:25, updated: 31/07/2019 14:11 by Cameron

    0
    Answers

  • Logman 8.0.1 - http://geosoftvnn.com Programed by geotechnical engineers, who know what you need. Different from other geotechnical softwares, which h…
        Asked 12/06/2010 05:25, updated: 12/06/2013 08:43 by Geosoftvnn

    0
    Answers

Q&A Experts


Micha Van der Sloot
Sr, Manager User Success, Geotechnical (PLAXIS) at Bentley Systems
2
Posts
0
Upvotes
See Posts
Heinrich K Heinz
Senior Geotechnical and Tunnelling Specialist at Thurber Engineering Ltd.
1
Posts
1
Upvote
See Posts
David Nutakor
Head of Geotechnical & Hydrogeological Engineering Department at Rio Tinto California Operations
1
Posts
0
Upvotes
See Posts