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Jamal Hassan
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RE: Regarding the E50, Eoed and Eur in HS small?
Stefanos Papavasileiou
Dear Jamal, In our Material Models manual there is a section on the use of the Hardening Soil model in dynamic calculations. I recommend you check that for more detail. https://communities.bentley.com/products/geotech-analysis/w/plaxis-soilvision-wiki…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
RE: p-y curves in plaxis?
Hung Ho Manh
Dear Jamal, From your description it is not really clear to me but I guess you would like to compare the results of a laterally-loaded pile from a method using p-y curves and the results in PLAXIS 3D. If so, yes, you can do that. For example, our…
over 2 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
RE: Strut elements equivalent length (x dir.)?
Martin Hawkes
Plain strain will calculate the strut force component which is perpendicular to the wall. If the strut is not perpendicular to the wall then only it's the component perpendicular to the wall is considered to act on the wall in a 2D analysis. If you know…
over 2 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
RE: Bored piles+ground anchors in plaxis?
Stefanos Papavasileiou
Dear Jamal, I think that most of the points mentioned highly depend on local regulations required by authorities. Therefore, I am not sure I can really comment on this topic, but I will leave it open for other users (if they want to share) to comment…
over 2 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
How to run a Limit Equilibrium Method analysis from PLAXIS 2D
Stefanos Papavasileiou
Finite Element Analysis - Limit Equilibrium in One Click Application PLAXIS 2D GeoStudio (SLOPE/W) PLAXIS 2D LE Version PLAXIS 2D 2023.1 GeoStudio 2023.1 PLAXIS LE CONNECT Edition V21 PLAXIS 2D CONNECT Edition V22.01 PLAXIS LE CONNECT…
2 months ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
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