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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…

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…

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

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…

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.