From tutorial 8: construction of a road embankment, create curves of displacement uy and time. At the first consolidation (phase 2), the time interval is set at 300 days and 20 days to compare. The question are: - Why do 2 curves not match each other…

Hi, I am doing pseudo static analysis in earth dam to calculate the yield acceleration for different geometry and property configurations. I have questions about the boundary conditions to calculate this value, because my ky_crit change depending if my…

In PLAXIS V20,V21 and V22 there is included PVD drain. But How can I simulate Stone column in PLAXIS 2D v21 ?

Hello. I am new to PLAXIS 3d V21. I have been learning PLAXIS 3D V20 which seemed to be much simpler than the current V21. I wanted to design a shallow footing setting on the ground surface. I want to measure the bearing capacity of the ground and…

Hello ım studying seapage on embankment dams with clay core via PLAXIS 2D. I have a question about total discharge in unit m³/day/m or m/day. I mean total discharge in embankment not only a cross section. Thank you.

Hello, I am doing PLASXIS 3D analysis for the Deep Mixed (DM) column installed in soft soil under the embankment load. DM columns are made by extruding a cylindrical volume and replacing the soft soil material with the DM column material. The soft soil…

Hello I m doing monte carlo simulations in python scripting to plaxis (2D V22 )for transient seepage analysis in embankment dams to find effect of permeabilty changes. I m using a workstaiton with 64gb ram and ssd harddisk. But analysis take one and…

Hi, I'm a beginner in plaxis and I want to analyze the seepage characteristics of an embankment dam made out of soil. I want to analyze both drained and undrained cases. Kindly help me out.

Hello How do I create a normal soil embankment that is reinforced with car tires? I'm a beginner in plaxis modeling, kindly help me out.

How to input permeability for smear zone around PVD in plaxis 2D v21?

I am simulating soil bund construction using Plaxis2D V21 connect edition. There is a filling stages including surcharge counter weight. But during the surcharge and counter weight removal stages, there is an unexpected settlement changes (bounce back…

Dear all, I have a big problem with a fully coupled analysis. I plan to analyse a corridor between two different embankments that have two different water levels and there is a liner blanket under both of them. Model is fine when initial analysis…

In Plaxis v20 2D, How to modify PVD specification?

Hi, I am having difficulties modelling the seepage in an earth dam enhanced with a cut off wall using Plaxis 2D. The cut off wall is made of plastic concrete and was introduced later as part of a maintenance procedure in order to prevent any potential…

Hi All, I have been trying to model an existing seawall with basal reinforcement over soft clay. The purpose of the analysis is the calculate the strains occurring in the reinforcement due to the seawall and it's subsequent top up over the years to…

Hello , I am trying to inspect the water table coordinates in where pass through an embankment in PLAXIS-3D OUTPUT. Does anyone who know how can i get the coordinates ?.Thank you