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 ?
Extraction using wells
Greeting for everyone,
I am modeling an extraction well (using well element and GW boundary). I use Plaxis 2D and 3D with flow only (transient groundwater).
However, when I compare with the analytical method (Jacob and Thiems), the result shows…
Large Displacement in Consolidation Phase
Greetings to whoever reading this,
I'm modeling construction of a pre-loading embankment on soft soil, to be improved by pre-loading and PVD's, to get the ultimate consolidation settlement and the time needed for it under the effect of the embankment…
SIG Virtual Workshop: Geotechnical Analysis - PLAXIS + PlaxFlow, Running a Groundwater Flow Analysis
Geotechnical Analysis SIG: PLAXIS + PlaxFlow – Running a Groundwater Flow Analysis Host: Micha van der Sloot, Technical Support Manager, Bentley Systems, Inc. Date/Time: 10 March 2020 at 10:00 A.M. CET and 04:00 P.M. CET
Register Now
Pore…
Convergence Issues with semi-permeable interface in dam 2d seepage analysis using PlaxFlow
Dear all,
I'm performing a 2D seepage analysis of a tailings dam using the 'PlaxFlow' module. Our design includes a geomembrane in the upstream face of the dam, we are currently modelling it as as an impervious interface element for. As a part of a…
What is the Mechanical Impact of Water in Ground
Application
PLAXIS 2D
Version
PLAXIS 2D
Original Author
F.B.J. Barends
Date created
15 November 2011
Date modified
24 October 2016
Water pressures play a crucial role in the stability of dikes and excavations…
PLAXIS 2D PlaxFlow
Application
PLAXIS 2D
Version
PLAXIS 2D AE.00
Date created
09 May 2011
Date modified
09 May 2011
To demonstrate the possibilities of Plaxis 2D Plaxflow, we show how to create a time-dependent water head. In Output…
PLAXIS 2D Tutorial 11: Flow through an embankment
Application
PLAXIS 2D
Version
PLAXIS 2D
Date created
20 May 2017
Date modified
27 Feb 2023
In this chapter, the flow through an embankment will be considered in the Flow mode. The crest of the embankment has a width…
Verification: Well
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D PLAXIS 3D
Date created
24 June 2016
Date modified
24 June 2016
This document verifies that groundwater flow principles are correctly implemented in PLAXIS. A soil…
Verification: Drain
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D PLAXIS 3D
Date created
24 June 2016
Date modified
24 June 2016
This document verifies that groundwater flow principles are correctly implemented in PLAXIS. A soil…
Unconfined flow through an earth dam
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D PLAXIS 3D
Date created
16 January 2013
Date modified
16 January 2013
This document verifies that groundwater flow principles are correctly implemented in PLAXIS. For…
Unconfined flow through a sand layer
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D PLAXIS 3D
Date created
08 January 2013
Date modified
08 January 2013
This document describes an example that has been used to verify the groundwater flow capabilities…
Plaxis2D Max Step
Hello,
I'm currently working with Plaxis2D V20, in particular with the 'PlaxFlow' module, to perform a steady state seepage analysis for a tailings dam, without deformation analysis (Calculation type 'flow only'). The dam has a low permeability clay…