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Hi, I tried to simulate triaxial test in PLAXIS 2D using simple axisymmetric model with Creep-SCLAY1S model. Specifically, I tried to mirror the one test that provided in "PLAXIS The Creep-SCLAY1S model 2018.pdf". However, when I use different strain…

Dear PLAXIS user, I'm trying to run a plastic calculation phase in PLAXIS 2D, but unfortunately I get a wrong load advancement (Sigma M_stage), it's negative! And the calculation fails with error ' Load advancement procedure fails. [Error code:…

Hello; Actually, i have been wondering that;I ge the results for hgt like this : Hgt=g_o.getresults(g_o.Phases[-1], g_o.ResultTypes.Soil.HydraulicGradientTot, 'node') I could read the results on hgt but i could not set any result in the list like…

I'm modeling a 3 stringer short span timber bridge in staad. The model consists of the three beams and deck planks (which are modeled as Plates). All geometry, material properties, supporting, and loading have been assigned. There is only one error in…

I'm modeling a 3 stringer short span timber bridge in staad. The model consists of the three beams and deck planks (which are modeled as Plates). All geometry, material properties, supporting, and loading have been assigned. There is only one error in…

Hi all, I've been thinking about a problem for a while and thought that some of you might be able to help. On our logs, we show a column of %GR | SA | SI | CL on the far right side, when we have grain sizes. I'm using code to automatically calculate…