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GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
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creep
consolidation
foundation modeling
initial condition
Input
material
Model
PLAXIS
PLAXIS 2D
soft soil creep model
Soft soil model
Soil
Soilmaterial
soiltest
SoilVision
Simulating Oedometer test results
Venura Kasturiarachi
Hi, May I please receive some assistance with the following query, I've been attempting to simulate laboratory oedometer tests using the Soft Soil Creep Model and the Soft Soils model and found that the curves don't seem to match. Please refer to…
21 days ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Soft soil creep model- Initial condition
Navid Besharat
Hi, I am using the soft soil creep model to predict the settlement due to consolidation and creep for a foundation. I am wondering whether it's necessary to introduce an intermediate (dummy) phase with large time interval after the initial conditions…
Answered
2 months 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
Creep calculation in SSC model
Elena P.
Hi everyone, I have a question about the creep formulation in the Soft Soil Creep model. The SSC model starts from the assumption that all the inelastic strain are creep strain and depends on the load application time. The volumetric strain rate…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
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