“A hypoplastic relation for granular materials with a predefined limit state surface” paper by P. A. Von Wolffersdorff April 1996 include a triaxial test result of sample 10cm diameter and length. The Hochstetten sand properties are assigned screenshot is attached below and Meshing of the sample by standard linear C3D8 brick element. Two steps of static general are created. step 1 confining pressure of 200 kPa and step 2, shearing stage applied displacement of 1cm by creating 10 second time step (1mm/sec loading rate). After the analysis completed the stress S33 in Z direction after shearing not generated. stresses are same as during confining stage in S11, S22 and S33 even after 1cm displacement of the soil sample.