v1.01.412 ZZZZ412 - Validating the use of DEFI_SOL_EQUI

Summary:

This test validates the use of the DEFI_SOL_EQUI command.

Modeling A: simulation of deconvolution free-field → outcropping rock in mono-support with a 1D approach — 3 components.

B modeling: free-field → outcropping rock deconvolution simulation in plane wave with a 1D approach — 3 components.

C modeling: simulation of flush rock convolution → free-field in mono-support with a 1D approach — 3 components.

D modeling: simulation of flush rock convolution → free field in plane wave with a 1D approach — 3 components.

E modeling: simulation of deconvolution free-field → outlying rock in mono-support with a 1D approach — 1 components with the taking into account of water pressures in a simplified manner by the Byrne model.

• 1. Reference problem
  • 1.1. Geometry
  • 1.2. Material properties
  • 1.3. Boundary conditions and mechanical loads
• 2. Benchmark solution
  • 2.1. Calculation method
  • 2.2. Benchmark results
• 3. Modeling A
  • 3.1. Characteristics of modeling
  • 3.2. Tested sizes and results
• 4. B modeling
  • 4.1. Characteristics of modeling
  • 4.2. Tested sizes and results
• 5. C modeling
  • 5.1. Characteristics of modeling
  • 5.2. Tested sizes and results
• 6. D modeling
  • 6.1. Characteristics of modeling
  • 6.2. Tested sizes and results
• 7. Modeling E
  • 7.1. Characteristics of modeling
  • 7.2. Tested sizes and results
• 8. Summary of results