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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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Does anybody able to use SAFE v7.01 software?
Last answered
28/05/2013 16:59, updated:
11/09/2023 01:33
by
Bo
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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…
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Dear collegues, I would like to share this experiment born for my pre-design necessities and then directed as freeware to the students of my basic cou…
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TNO DIANA is offering new technical online courses that demonstrate the various applications of DIANA:Attendance/Presentation of Paper at 15th World E…
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Datgel’s CPT Tool 3 places advanced reporting capabilities directly in the hands of geotechnical engineers. Read more...
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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