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Soil
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PLAXIS
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stone column
Anisotrophy in HS Undrained A
Jonas Lindgård
Hello, I have been wondering a little on the modelling of undrained behavoir in clays using the Hardening Soil Undrained A model, especially with regards to the prevalence of anisotrophy of clays in undrained loading. In order to model this behavoir…
9 months ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
the installationeffect of stone columns
selma bahi
Dear researchers, I wanna to ask you about the instalation effect of stone columns, how can add it in Plaxis 3D, I'm waiting for an answer please. Best regards.
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Error 111
Sean Osborne
Hello, I am attempting to model a plate subject to an upward imposed displacement in a soil mass with two soil layers (see figure below). I activated the plate, the displacement and both soil polygons and then started the calculation. This resulted…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Sekiguchi-Ohta viscid _Input parameter
Ahmad Jazzar
Hi there, I have a question on how to determine the coefficient of secondary compression and the intital volumetric strain rate as part of the input parameters of the Sekiguchi-Ohta viscid model. The Material Models Manual suggests using a secondary…
Answered
over 2 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum