Geotechnical Questions with the tag: Computational Geomechanics

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

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  • We can model soil underneath a footing using Springs for use in FEA programs. However, the K value so calculated is for the vertical (Z) direction. Wh…
        Asked 08/01/2008 07:28, updated: 12/06/2013 08:43 by Sampak

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  • I am currently working in Malaysia. I have face some analysis problem. I have a 30m thick of soft clay. 1.5m of crusted layer (Cu = 15kPa). Follow by …
        Asked 05/06/2007 06:12, updated: 12/06/2013 08:43 by Tanmtong

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  • Hi, Does anyone have any information on how to calculate the predicted settlement of single piles under axial load in layered soil. Any help would be …
        Asked 28/03/2007 15:44, updated: 12/06/2013 08:43 by Cenmmn

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  • Dear All, I am doing a parametric study on settlement pattern of rubble-mound breakwaters on soft clay, using modified Cam CLay model. I have not been…
        Asked 28/06/2006 03:29, updated: 12/06/2013 08:43 by Yoones

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Q&A Experts


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