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Geotechnical Analysis
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PLAXIS
PLAXIS 2D
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stone column
Displacement in slope under dynamic loading.
Md Emad Uddin
Hello, I was simulating the slope under the dynamic condition to assess the displacement under dynamic loading, during the calculation phase the curve shows there is variation in displacement with time but when it appears in the graph, that shows up a…
11 months ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
set automatic values in Legend for OUTPUT using Plaxis Python
Kacper Cerek
Hi, I want to set automatic values in the legend for OUTPUT using Plaxis Python. I tried this: g_o.Plots[- 1 ].LegendSettings.MinValue.Automatic = True g_o.Plots[- 1 ].LegendSettings.MaxValue.Automatic = True it doesn't give any error, but also…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Plastic Point and Plastic History Point
Francis Li
Hi Everyone, Thanks for the help in advance!! I understand the plastic failure point means the soil element is currently at the failure envelop and it could disappear in the next calculation step if unloading occurred. However, I figured there…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
distribution of earth stress
Randy Muhammad Akbar
Hello mr & mrs. I want to ask about how to find out the distribution of earth stress due to embankment load on Plaxis 2D? I am planning to install a PVD, where the regulations in my country recommend that the PVD must be installed at a depth of soil that…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Finding vertical stress inside the soil.
Jerin Joseph
Hi, I am trying to model the loading of a steel plate placed on a dry sand bed and find the variation of the vertical stress with respect to the depth of the sand bed. I have conducted the same on the laboratory scale using a steel plate and placing…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
construction of an embankment on subgrade reinforced by stone columns covered with geosynthetic
selma bahi
Hello, My project is about construction of an embankment on subgrade reinforced by stone columns covered with geosynthetic...so i need to know what's the phases of calculation required...is it the same of the stone columns without geosynthetic? Or should…
Answered
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum