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Interface
embedded beam
footing
geotechnical
Geotechnical Analysis
Lateral Resistance
LATERALLY LOADED PILE
pile
piled raft
plate
PLAXIS 2D
PLAXIS 3D
raft
Soil
Shallow foundation - Soil springs
Mohamad Raad
Hello, how can we neglect the soil springs between the shallow foundation and the soil beneath it in case where the foundation is sitting on piles and the design requires that all loads are transferred exclusively to the piles? If it's by defining a dummy…
7 months ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Embedded Beam Row Permeability & Skin Friction
Charlie Walsh
Hello, I have a couple of questions regarding the embedded beam row: How can I make an embedded beam row impermeable (i.e. so water has to flow around the base of the wall)? When specifying the skin friction in the input program I am assuming…
over 1 year 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
Lateral resistance of embedded beams
Faisal Ahmed
Hello, I have a question regarding the applicability of lateral resistance in piles. In many research works, I have seen it mentioned that " PLAXIS does not account for lateral resistance/slide for embedded beams". But in the software, I see I can…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
how to correctly provide pile head connection while modelling a piled raft foundation?
rituparna chatterjee
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.
over 2 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum