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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 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?

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…

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…

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…