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The document contains experimental data from triaxial tests performed on three soil samples (Samples I, II, and III). For each sample, the deviatoric stress, pore water pressure, and volumetric strain are recorded for increasing values of axial strain. Graphs are presented showing the deviatoric stress-axial strain behavior and pore pressure-axial strain behavior for each of the three samples. The data will be used to analyze the mechanical behavior and shear strength parameters of the soils tested.

Author

Hugo Taipe Franco

Language

EN