Note
Click here to download the full example code
Cambria Sand (Drained)
Drained triaxial tests on Cambria sand 1.
import pandas as pd
from micromechanical.cli.plot import PlotCLI, PlotConfig
config: PlotConfig = PlotCLI.loadConfig("../../calibrations/micromechanical-plots.yaml")
plot_name = "Cambria-CH-OSIMSAND-two-column"
plot_config = config.plots[plot_name]
Parameters
pd.DataFrame(
{key: value for key, value in plot_config.calibration.read(config.root).parameters.items()},
index=["Cambria"],
)
Figures
Out:
Running CH-OSIMSAND model for experiment Cambria-Coaxial-50 ...
Finished in 8.318 seconds.
Running CH-OSIMSAND model for experiment Cambria-Coaxial-100 ...
Finished in 7.429 seconds.
Running CH-OSIMSAND model for experiment Cambria-Coaxial-200 ...
Finished in 6.863 seconds.
Running CH-OSIMSAND model for experiment Cambria-Coaxial-400 ...
Finished in 5.969 seconds.
Running CH-OSIMSAND model for experiment Cambria-Non-Coaxial-50 ...
Finished in 22.584 seconds.
Running CH-OSIMSAND model for experiment Cambria-Non-Coaxial-100 ...
Finished in 19.867 seconds.
Running CH-OSIMSAND model for experiment Cambria-Non-Coaxial-200 ...
Finished in 17.321 seconds.
Running CH-OSIMSAND model for experiment Cambria-Non-Coaxial-400 ...
Finished in 14.500 seconds.
{'macroscopic': <Figure size 1000x420 with 2 Axes>}
Total running time of the script: ( 1 minutes 43.769 seconds)
Download Python source code: plot_cambria_osimsand.py
Download Jupyter notebook: plot_cambria_osimsand.ipynb
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Ochiai, H., & Lade, P. V. (1983). Three‐Dimensional Behavior of Sand with Anisotropic Fabric. Journal of Geotechnical Engineering, 109(10), 1313–1328. https://doi.org/10.1061/(ASCE)0733-9410(1983)109:10(1313) ↩