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  • UDCAM-S Model_Monopiles

    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…

  • PLAXIS 3D- How to simulate moving loads that will pass by a reference point 3 times per minute over 5 years?

    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…

  • Plaxis 3D - load multiplier (Dynamic load)

    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…

  • lateral displacement of slope reinforced by row of piles under dynamic load

    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…

  • FFT in plaxis 3D

    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 ??

  • Earthquake analysis (Interface)

    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

  • Adding damping values in a dynamic analysis

    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…

  • p-y curves as interface in plaxis 3D?

    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?

  • Create water level in Plaxis 3D

    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…

  • PLAXIS 3D LE Dynamic Modeling

    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…

  • Generalized Hardening Soil in Local Seismic Response with Soil Structure Interaction ( PLAXIS 3D)

    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…

  • why the horizontal displacement keeps increasing in my CPRF model under seismic loading?

    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…
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