derivation of Secant stiffness in standard drained triaxial test from undrained triaxial test

Greeting, I have a set of consolidated undrained triaxia l test from which I am building a model for stiff clay with hardening soil model (HS) representing a core zone of an embankment dam. The HS model...
HOW TO MODEL SOFT SOIL CREEP MODEL IN PLAXIS LE?

HOW TO MODEL SOFT SOIL CREEP MODEL IN PLAXIS LE?
Creating User Defined Soil Models

Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 01 October 2012 Date modified 25 October 2023 Note: PLAXIS only supports 64-bit user defined...
Constitutive Soil Model for Dynamic Analyses with Comparison Purposes

Dear sir/madam, I'm working on dynamic analyses for a study. In this study, i will compare the accelerations along the depth of soil and structural forces on the piles with different: -Earthquake characteristics...
Plaxis 3D modelling of Bi-directional pile load test

I am trying to validate my model in Plaxis 3D using soil properties and results of load test from this paper - Back analysis of O-cell pile load test using FEM - in ISSMGE. While adding soil properties...