Hello Everyone. I am working on a design of monopiles under cyclic loading condition. I am using UDCAM-S model. It is clearly mentioned that this model can be used in offshore structures that experience storm loadings. I am aware that using this…

Hi. I have a modelling problem for moving load analysis of road embankment on soft clay. The model is 57.5m long and 20m wide. I need to simulate a set of moving loads (all four moving loads) with a constant speed of 20m/s that will pass by a nearby…

Hello guys Could you help me, please I have 02 questions: 1) How do you get the full signal from the load applied over 1 second, knowing that it depends on the frequency each time you change it? 2) Does the load signal given by Plaxis allow me to…

Hi, I am trying to evaluate the slope reinforced by a row of piles under dynamic conditions (earthquake data). I want to obtain maximum lateral displacement v/s dynamic time under lateral loading condition. So what should be the boundary condition of…

Hey everyone, I want to ask about transformation of curves from dynamic time to frequency domain in plaxis 3D because I need it to calculate impedance functions ??

Hello Everyone, I know in PLAXIS , when we do an earthquake analysis we define interface boundaries along the side and bottom boundaries . IF I do the same in PLAXIS #D, should I do the same, Please advise. Thanks , Faisal

I have a pile in a block of sand, with a horizontal load being applied at the top of the pile for 7 seconds, then being released allowing free vibration for 13 seconds. I added 1% damping to the pile and 0.6% damping to the soil materials. After this…

Dear All, Can we input p-y curves as interfaces for pile in Plaxis 3D? During time history analysis, instead of the R inter value, is there a way we can input p-y curves in the interfaces? How does one overcome this?

Good day everyone, I am modeling a water storage dam (dam composed of rockfill and a clay core) in PLAXIS 3D for which I have already generated the model, however it is difficult for me to locate the water level of the dam, which corresponds to the…

Dear Plaxis Support When I'm using dynamic modeling, I get error on the mesh generation stage. I tried the suggested ways to fix the problem. I remodeled the model using Plaxis Designer, reducing the region size and eliminating the pichout points…

Dear All, I hope you are all fine. I am experiencing some problems during local seismic response analysis with soil-structure interaction in Plaxis 3D (coupled approach). In particular, all materials were modeled using Hardening Soil Small Strain…

I have modelled one combined piled raft foundation using raft as plate and pile as embedded beam element and applied one sinusoidal loading with frequency 1 Hz and acceleration amplitude 1 m/s2 for 30 second interval at the soil model base in surface…