triaxial

hts into the significance of the results, potential limitations, and implications for design. It may include: Compatibility with in-situ conditions Effect of specimen disturbance Recommendations for application in project design Conclusions and Recommen

Suitable for clay soils, capturing consolidation and swelling. Drucker-Prager Model: For more ductile or granular soils. Custom Material Models: Implemented via user subroutines (UMAT or VUMAT) for specialized behaviors. Simulating Failure and P