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PLAXIS
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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
Negative Load Advancement
Omar Mahdy
Dear PLAXIS user, I'm trying to run a plastic calculation phase in PLAXIS 2D, but unfortunately I get a wrong load advancement (Sigma M_stage), it's negative! And the calculation fails with error ' Load advancement procedure fails. [Error code:…
Answered
over 2 years 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
Wetmuck project in an underground mine
Rizal Mutowaf Alfatah
hello, good day. I have a wetmuck project in an underground mine. I want to analyze, model, and simulate underground mining works. such as blasting with real contours and the correct data is there to overcome the wetmuck which is very dangerous for…
over 2 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum