This user has not added any information to their profile yet.
I've involved in the team who supervised the construction of a deep diaphragm wall with 120.00m below the ground surface and soil grouting at 120.00m to construct deep shafts which will act as the jacking and receiving shafts for a deep pipeline.
-Supervising the construction of mechanically stabilized earth wall (MSEW)
The next ALERT Olek Zienkiewicz school on Constitutive Modelling of Geomaterials will take place at Charles University in Prague from February 3 to 7, 2025 11.10.2024
Connecting remote sensors to the Plaxis FEM 3D using python 26.7.2024
Intergranular Strain Extensions 16.7.2024
Abaqus Hypoplasticity Primary Variable Is Not Available 1.7.2024
Vumat to calculate excess pore in Coupled Eulerian-Lagrangian ABAQUS 1.7.2024
Drucker Prager Cap Hardening Model 20.6.2024
Soil model for sand under drained cyclic loading 15.6.2024
In Abaqus how do we use *DLOAD for defining both user-defined pressure and body force simultaneously? 15.6.2024
Issue in applying SANISAND04 UMAT to Boundary-Value-Problem 31.5.2024
Triaxial compression test using Mohr-Coulomb model in Abaqus 27.5.2024
The Mises stress calculated by the hypoplasticity model considering the intergranular strain is all 0 20.5.2024
Degradation ( disturbance ) of hypoplastic clay 23.4.2024
©2024 SoilModels