Displacement vs different time does not match in tutorial 8

bub bub

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…

Boundary conditions in the case of a pseudo static analysis

Xaviera Valenzuela

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…

how can ı do Monte carlo simulations fast in python

Arife gunay

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…

How do I do the seepage analysis of an earthen embankment wall?

Sreerag Chentrathodi Sreekumar

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.

Embankment reinforced with car tyre

Sreerag Chentrathodi Sreekumar

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.

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

MAHABUB SADIQ

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

Answered

Unexpected Settlement Changes in Bund construction

Vinod Asanka Sumanarathna

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…

Fully coupled flow analysis in complicated and different elevateion geometry

Pouyan Abbasimaedeh

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, is there any option to modify PVD spec.?

MAHABUB SADIQ

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

cut off wall- earth dam

Ahmad Jazzar

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…

PLAXIS 2D Tutorial 02: Drained and undrained stability of an embankment

Felipe Fonseca

Application PLAXIS 2D Version PLAXIS 2D Date created 01 Jun 2021 Date modified 27 Feb 2023 In this tutorial, the construction of an embankment on clay is calculated. The clay will first be considered a drained material…

Embankment Modelling and Auto-generated 2D Sections in PLAXIS, 09 Feb 2021 SIG Workshop - Geotechnical Analysis

Micha van der Sloot

Title: SIG Workshop: Geotechnical Analysis - Embankment Modelling and Auto-generated 2D Sections Date/Time: February 09, 2021 at 10:00 A.M. CET and again at 04:00 P.M. CET Presenters: Dr. Hung Ho Manh , Technical Support Engineer, II, Geotechnical, Bentley…