Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D PLAXIS 3D
Date created
25 August 2023
Date modified
25 August 2023
Original author
Vasileios Basas - Bentley Technical Support Group
When viewing nodal interface…
I am extracting load displacement curve considering every step. But right now I am considering node corresponding to the soil.
Similarly, I want to plot the curve between two axes which will be having displacement of node on x axis and corresponding…
Dear All
I have modeled piled raft foundation which piles modeled as volume pile while raft modeled as plate element. To simulate soil - structure interaction, I created interface to both raft and piles.
In my understanding, correct me if I'm wrong…
I wanted to create a graph of excess pore pressure vs radial/horizontal distance for an MCC soil model at a particular depth installed with prefabricated vertical drains. To simulate the effect of smear, transition and undisturbed zones around the PVD…
I am trying to simulate the effect of the installation of PVDs on soft soil (soil model used: MCC). The installation of PVD (in this case, a line drain) causes disturbance to the soil and creates three zones around the soil. A smear zone, a transition…
Hello everyone, I'm trying to simulate the installation of shaft sinking by adopted procedure from kinematic mechanical model, but I'm struggle with the skin friction at the wall of shaft. Can I assign the value of skin friction directly in the surface…
Hello, I used the Surface option in the Borehole to create top surface matching with the Filed data from the Laser image in .dxf format. But the message I received on clicking the Mesh tab is as follows. "Intersection failed with this error: TriangulationFail…
Hi,
In the table output of interface stresses there are two options 'node values' and 'stress point values'. Which one should be used to extract stresses?
Do interface has stress points as well?
The status of the points show failure or failure…
Hi,
I am doing my undergraduate thesis on soil nail walls and I have a question about the failure of interfaces. I have derived the strength of the interfaces based on the soil using an Rinter of 0.67. The soil properties are based on the Mohr-Coulomb…
Hello, i want to create a pile as a volume element. ive created an interface but im not sure how to simulate the skin and base friction with the interface. Can anyone help me plase? 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…
#PREdesign #Firstdesign #not-final-design
Hey,
I'd like to back to give additional informations about my last question.
As i have already said, i'm geologist, student in M2 geosciences for energy at Paris Cergy University. For my master thesis,…
Dear All,
Can we input p-y curves as interfaces for pile in Plaxis 3D?
During time history analysis, instead of the R inter value, is there a way we can input p-y curves in the interfaces?
How does one overcome this?
Hi All,
I am currently working on a cross passage excavation between two TBM tunnels. The cross passage, its collar and the TBM tunnel are shown in the following figure.
The volume loss inside TBM tunnel is modelled by using surface loads (30…
Referring to the question and answer about Rinter ( https://communities.bentley.com/products/geotech-analysis/f/plaxis-soilvision-forum/212033/rinter-value )
We typically do not recommend parameter values as this should be based on data collected…
I am trying to validate a small-scale rough tension pile embedded in sand using PLAXIS 3D. I am using a volume pile with the linear elastic constitutive model for concrete and sand with MC constitutive model. The volume pile was modeled with an interface…
Here raft is modelled as a volume element and piles as embedded pile element, and a negative interface is given between raft and soli. Please kindly help as the results are coming same for the pile head connection condition.
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D 2017 PLAXIS 3D
Date created
04 July 2017
Date modified
04 July 2017
When modelling semi-permeable or impermeable structures like retaining walls or tunnel linings…
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D 2017 PLAXIS 3D 2017
Date created
05 July 2017
Date modified
17 February 2022
For the case of semi-permeable interfaces , the output program shows the resulting specific…
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D 2017 PLAXIS 3D 2017
Date created
03 July 2017
Date modified
03 July 2017
PLAXIS 2D 2017 and PLAXIS 3D 2017 have has several new features. One of them is permeability…
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D PLAXIS 3D
Date created
23 July 2013
Date modified
23 July 2013
When defining a User Defined Soil Model in the material database, all the parameters describing the…
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D PLAXIS 3D
Date created
18 April 2017
Date modified
18 April 2017
This movie demonstrates how to apply the cross and parallel permeability options for interfaces…
Application
PLAXIS 2D PLAXIS 3D
Issue status
Open
First Affected Version
PLAXIS 2D PLAXIS 3D
Found in Version
PLAXIS 2D PLAXIS 3D
Fixed and Released in Version
Issue #
379391 (SW-47400)
Date created
06…
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D PLAXIS 3D
Date created
10 December 2012
Date modified
10 December 2012
One of the particular features of PLAXIS is the use of interfaces for modelling soil-structure…