v6.04.136 SSNV136 - Drained triaxial test with model CJS (level 2)

Summary

This test validates level 2 of model CJS. It is a triaxial test under drained conditions. The calculations are carried out only on the solid part of the soil, without hydromechanical coupling. The lockdown level is \(100\mathrm{kPa}\).

For reasons of symmetry, only one eighth of a 3D sample subjected to a triaxial test is interested in.

It is a non-regression test. However, the results obtained with Code_Aster for model CJS2 are compared with those obtained with a private version of the FLAC -2D software.

• 1. Reference problem
  • 1.1. Geometry
  • 1.2. Property of materials
  • 1.3. Initial conditions, boundary conditions, and loading
• 2. Benchmark solution
  • 2.1. Calculation method used for the reference solution
  • 2.2. Benchmark results
  • 2.3. Uncertainty about the solution
  • 2.4. Bibliography
• 3. Modeling A
  • 3.1. Characteristics of modeling
  • 3.2. Characteristics of the mesh
  • 3.3. Tested values
• 4. Summary of results