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Interface
Geotechnical Analysis
embankment
embedded beam
embeddedbeamrow
error
foundation
foundation modeling
geotechnical
LATERALLY LOADED PILE
liquefaction
mesh
pile
PLAXIS
PLAXIS 2D
PLAXIS 3D
plaxis3D
pore presure
Soil
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UDSM
Can I assign the value of skin friction to surface in Plaxis 3D
Suntisuk Thongbaiyai
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…
9 months ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
PLAXIS Input material sets TADAOTABLE: Cannot perform locate record without an Index for field(s)
Serdar Sert
11 months ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
lateral soil slippage at the sides of the pile
Faisal Ahmed
Hello, Can anyone please help as how can I model " lateral soil slippage at the sides of the pile" using embedded beam in PLAXIS. Thank you, Faisal
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Pile as volume element (skin and base friction) on plaxis 3d
Amel Vildic
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 :)
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Providing interface to cylindrical volume Deep Mixed column
Sujata Fulambarkar
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…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Model visualization problems
Edoardo Cavalca
Hello everyone, I'm approaching plaxis 2D LE software. I'm trying to open models from Plaxis LE Manager, but when I open them I cannot see anything in the 2D LE software. I've just a white screen. Can someone help me? Thank you
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Floating windfarm anchor pile design
Rabah BELOUAD
#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,…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Tensile cutoff in UDSM
Rebecca Shepherd
I am attempting to model a joint between two tunnel sections. The joint's compressive behaviour can be approximated as a tri-linear elastic. I have created (and tested) a UDSM with tri-linear properties and that seems to works. However, because the…
over 2 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum