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  • Displacement vs different time does not match in tutorial 8

    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

    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…

  • Pond and embankment

    Hello, I want to insert an embankment into my pond in ORD 2021 release 1. The enbankment should be on the elevation 27.90 and the bottom level is on the elevation 27. I already created a solid element that presents the embankment (pink one): …

  • How to create stone column in PLAXIS 2D v21 under embankment loading ?

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

  • How do i model footing to measure the bearing capacity and consolidation using PLAXIS 3D 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…

  • TOTAL DISCHARGE

    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.

  • Providing interface to cylindrical volume Deep Mixed column

    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…

  • how can ı do Monte carlo simulations fast in python

    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?

    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

    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?

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

  • Unexpected Settlement Changes in Bund construction

    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

    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.?

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

  • cut off wall- earth dam

    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…
  • Embankment stability using PLAXIS 3D (13 July 2021) - Geotechnical Analysis Coffee Corner

    Embankment stability using PLAXIS 3D (13 July 2021) - Geotechnical Analysis Coffee Corner

    Title: Coffee Corner: Geotechnical Analysis: Embankment stability using PLAXIS 3D Date/Time: July 13, 2021 at 10:00 A.M. CET and again at 04:00 P.M. CET Presenter: Micha van der Sloot , Sr, Manager User Advancement, Geotechnical, Bentleys Systems, Inc…

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

    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…

  • Soil Collapse: Basal reinforcement over soft clay

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

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

    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…

  • Geogrids may trigger a Run-time kernel error [256]

    Application PLAXIS 3D Issue status Solved First Affected Version PLAXIS 3D CONNECT Edition V20 Update 4 Found in Version PLAXIS 3D CONNECT Edition V20 Update 4 Fixed and Released in Version PLAXIS 3D CONNECT Edition V21…

  • HOW CAN I RETRIEVE TH WATER TABLE IN PLAXIS-3D OUTPUT

    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

  • 2D Reinforced Slope Stability Analysis

    Application 2D SVSLOPE Version 2D SVSLOPE The following example will introduce some of the features included in SVSLOPE. This tutorial shows an embankment with a roadway along the top of the embankment. The slope downstream slope…

  • Simulation of soil nail in large scale direct shear test

    Application PLAXIS 2D PLAXIS 3D Version 3DFoundation PLAXIS 2D Original Author A. Lengkeek, M. Peters Date created 15 November 2011 Date modified 24 October 2016 In the Netherlands we have a history of…

  • Staged construction of embankments on Soft Soil using Plaxis

    Application PLAXIS 2D Version PLAXIS 2D Original Author G. Bhattacharya, S. Nath Date created 15 November 2011 Date modified 24 October 2016 A problem, which is rather common in the fields of geotechnical…

  • Numerical simulations and parametric study of SDCM and DCM piles under full scale axial and lateral loads as well as under embankment load

    Application PLAXIS 3D Version PLAXIS 3D Original Author D.T. Bergado, T. Suksawat, P. Jamsawang, P. Voottipruex Date created 19 October 2011 Date modified 24 October 2016 Although a Deep Cement Mixing …
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