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The document discusses the use of PLAXIS 3D to model dilatant behavior in granular soils through triaxial tests, focusing on the ability of the software to simulate volume changes before peak shear stress. It details the setup for conducting these tests, including the selection of soil models and the modification of material properties to capture dilatancy effects. Results from simulations demonstrate the relationship between deviator stress, axial strain, and volumetric strain under varying confining press

Author

bijaxif602

Language

EN