Geotechnical Questions with the tag: Computational Geomechanics
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Hello I look for articles about dynamic replacement. I'm Phd student and i write work about it. If you can, help me. I will be very grateful Best rega…Last answered 28/05/2013 17:00, updated: 11/09/2023 01:40 by Norfleet
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Dear Friends, 1) What is the exact meaning of failure in Numerical analysis? 2) In elastic analysis we look for overstressed zones is that means that …Last answered 28/05/2013 16:59, updated: 11/09/2023 01:33 by Johnjohn
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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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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 youAsked 15/03/2012 10:15, updated: 12/06/2013 12:43 by Juznoob
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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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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 12:28, updated: 12/06/2013 12:43 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 10:12, updated: 12/06/2013 12:43 by Tanmtong
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Civil & Geotechnical Engineering Consulting Company for Structural Engineering, Soil Mechanics, Rock Mechanics, Foundation Engineering, Retaining Structures and Management of Water Resources and Hydraulic Works. at Geodomisi Ltd (www.geodomisi.com)
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