Geotechnical Questions and Answers about plaxis
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Hi, I was wondering if anyone could guide me of how to model piles using plaxis v8 so as to investigate negative skin friction. I know the basics to P…Last answered 28/05/2013 17:00, updated: 11/09/2023 01:30 by ParsaParsa
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Hello! I was wondering does anyone knows which type of beam formulation (Euler - Bernoulli or Timoshenko) does Plaxis and Geostudio uses. I tried to f…Last answered 28/05/2013 17:00, updated: 11/09/2023 01:30 by Johnny Doe
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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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Greetings! I briefly describe myself and my strong points which should be comparable to the Qualifications/Experiences/Strengths for “Senior Geotech…Asked 19/05/2012 18:12, updated: 01/08/2019 11:16 by Rubibir68
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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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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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Hello, I am searching for a highly motivated, highly qualified student interested in obtaining an MS or a PhD in the numerical modeling of rockfill da…Asked 10/04/2011 15:07, updated: 01/08/2019 11:20 by Michaeljames
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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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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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Founder, CEO, Principal Investigator, and Lead Scientist at Ancestral Wells Global Translational Institute
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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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