Alexia Regine Costa Silva's Communities Activities

User Defined Soil Model not recognized by plaxis

Alexia Regine Costa Silva — Fri, 17 Sep 2021 15:22:06 GMT

I'm trying to implement a new model in plaxis and I'm using the visual studio to code with the compiler Intel Parallel studio XE. The program was working well with my *dll. However, my licence of Intel Parallel studio XE expired and I needed to switch to the new oneAPI system of Intel. But now, the plaxis does not recognize my *dll. Someone could help me?

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Fri, 17 Sep 2021 00:19:46 GMT

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Type of dummy plate in Plaxis 3D

Alexia Regine Costa Silva — Tue, 27 Apr 2021 20:36:08 GMT

Can I use a beam to obtain the estructural forces in a volume pile?

Dummy plate properties in PLAXIS 3D.

Abdirahman Yasin — Tue, 26 May 2020 22:16:53 GMT

Dear all,
When modelling a pile with a section of 100cm by 320cm using a volume element in plaxis 3D, one is required to introduce a dummy plate such that the plate will not affect the results.

My question is if my real E is 32 GPa and I know that the unit weight must be set to zero, what will be the value of E1 (assuming that E1=E2) and d (thickness)?

In the output, what value do we multiply with the forces to get an actual value of N,M and V.

Thanks.