Incremental Driver
A dedicated special purpose incremental driver has been developed
which is able to calculate the results of homogeneous experiments.
Both displacement controlled and force controlled experiments can be performed.
The program is fully parallised; it can calculate fast large amounts of experiments.
See test/incremental_driver in your distribution on how to use it.
The following experiments can be used:
- oedometric
- triax
- direct shear
- hydrostatic compression
The following material laws can be used:
- mohr-coulomb
- all hypoplastic laws in Tochnog
- user supplied routine umat.f (on linux 64 bit only)
- either drained or non-drained
- each experiment can use a different material law
The following deformation models can be used:
- engineering strains small deformation
- updated lagrange large deformations
Results are printed for:
- all stresses , 6 components of the symmetric Cauchy stress tensor
- all strains, 6 components of the symmetric engineering strains (small deformations) or logarithmic strains (large deformations)
- pressure (water pressure in undrained experiments)
- soil void ratio (if hypoplastic laws are used)
Examples are shown below. We use the geotechnics convection in which compression is positive and extension is negative. The corresponding input files can be found in your distribution in the directory test/incremental_driver.
drained incremental triaxial compression test, mohr-coulomb, stress path |
drained incremental triaxial compression test, mohr-coulomb, axial def. - q |
drained incremental triaxial compression test, mohr_coulomb, volumetric behavior |
undrained incremental triaxial compression test, mohr-coulomb, effective stress path |
undrained incremental triaxial compression test, mohr-coulomb, strain - q |
undrained incremental triaxial compression test, mohr-coulomb, effective and total stress path |
undrained incremental triaxial compression test, mohr-coulomb, axial strain - pore pressure |
drained incremental triaxial compression test, mohr-coulomb, stress strain behavior |
drained direct shear test, hypoplasticity, volumetric behavior |
drained direct shear test, hypoplasticity, stress strain behavior |