Geotechnical Questions with the tag: Software

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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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  • 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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Q&A Experts


Stephen Buttling
Principal at National Geotechnical Consultants
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SAILENDRA SINGH BARIHA
Dy. General Manager (Geology) at A Govt Of India-Public Sector Undertaking
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