If i run the command from python it gives the following command and error message: set (Terreinbelasting_Spoordijk_I Terreinbelasting_Spoordijk_II_talud Terreinbelasting_Spoordijk_III) F04_GGT_Realisatie_Bypass_Oost 30 Invalid parameters. Make sure…

Hello, I have been wondering a little on the modelling of undrained behavoir in clays using the Hardening Soil Undrained A model, especially with regards to the prevalence of anisotrophy of clays in undrained loading. In order to model this behavoir…

I just doing a simulation for liquefaction on gentle relief slope with the dynamic load is 50s which consist 0.01s each data. I use PM4Sand for the constitutive model applied on the sand layer also HS Small for the clay. Currently I set the Max steps…

Hello, This is a very basic question pertaining to Debonding of Piles. Type of Pile: RC Bored Pile Size of Pile: 300mm Circular Total Embedment Length: 42m Total debonded length: First 30m Rest of the length 12m is not debonded. What is…

I'm used to model PLAXIS using remote scripting, but has encountered a problem when scripting a linear elastic soil material. I get an error when I input the following, in that order: MaterialName, SoilModel, DrainageType, gammaUnsat, gammaSat, Eref,…

I´m developing a Python script to automate the simulation a dam construction, but I´m having trouble to activate the layers (polygons) on each phase. Does anyone know how to do it?

Dear researchers, I wanna to ask you about the instalation effect of stone columns, how can add it in Plaxis 3D, I'm waiting for an answer please. Best regards.

Hello, I am attempting to model a plate subject to an upward imposed displacement in a soil mass with two soil layers (see figure below). I activated the plate, the displacement and both soil polygons and then started the calculation. This resulted…

I want to apply (input) a dynamic load of sinusoidal wave which is having a frequency of 20hz and amplitude of 5m/s2 at the base of model how can I apply that? Secondly, how can I use UBC3DPLM model for liquefaction and how can I get pre and post liquefaction…

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:…

Hi, I am wanting to add newly activated soil clusters with higher initial stress than the surrounding soil, in a Plaxis 3d model. This is to simulate an increase in horizontal stress in a localised area of matrix soil due to stone column installation…

Hi there, I have a question on how to determine the coefficient of secondary compression and the intital volumetric strain rate as part of the input parameters of the Sekiguchi-Ohta viscid model. The Material Models Manual suggests using a secondary…

hello, good day. I have a wetmuck project in an underground mine. I want to analyze, model, and simulate underground mining works. such as blasting with real contours and the correct data is there to overcome the wetmuck which is very dangerous for…

Hi, I am running a sensitivity analysis for an excavation after demolition of an existing structure. The analysis includes a number of pile elements and plate elements. The pile locations are updated by sometimes a 0.5m or so. Now, with Plaxis Input…

Hello My name is Emre; I work on an article which is related to piping on earthfill dam.So only thing that i should do in to check the hydraulic gradient in stress tabsheet in output.Then, comparing to critical hydraulic gradient(which is already known…

Dear Support Team and PLAXIS Users , There is a table with Shortcuts Output Program in PLAXIS Reference Manual (Appendix E in 2D Manual). I want to make the same table with S hortcuts Input Program for our clients. Please find below a list I have…