Kristian Krabbenhoft

Premier League Chat with Otto Part 2
Premier League Chat with Otto Part 2
Modified Cam Clay Triaxial Tests using OPTUM G2
Modified Cam Clay Triaxial Tests using OPTUM G2
Doomed New Orleans Hurricane Katrina
Doomed New Orleans Hurricane Katrina
Burland Soil Mechanics
Burland Soil Mechanics
Necking
Necking
Feynman: Why
Feynman: Why
Construction of foundation for onshore wind turbine
Construction of foundation for onshore wind turbine
FASD: Friction Angle Stress State Dependent Model for Sand
FASD: Friction Angle Stress State Dependent Model for Sand
AUS: Anisotropic Undrained Shear Strength Model for Clay
AUS: Anisotropic Undrained Shear Strength Model for Clay
Load Stepping in G2
Load Stepping in G2
OPTUM G2 installation
OPTUM G2 installation
Ultimate Capacity of Monopile Foundation
Ultimate Capacity of Monopile Foundation
Importing Pore Pressures into G2
Importing Pore Pressures into G2
Capital of the UK
Capital of the UK
John von Neumann
John von Neumann
Importing images into G2
Importing images into G2
Interface
Interface
Introduction to G2
Introduction to G2
Premier League chat with Otto
Premier League chat with Otto
Installing OptumG2 on the UoL System
Installing OptumG2 on the UoL System
Granular column collapse using GCD
Granular column collapse using GCD
Granular contact dynamics simulation
Granular contact dynamics simulation
Emptying of silos using PFEM
Emptying of silos using PFEM
Accretionary wedge using PFEM
Accretionary wedge using PFEM
Cylinder in soft clay using PFEM
Cylinder in soft clay using PFEM
T-bar test using PFEM
T-bar test using PFEM
G3 Example 3: Skirted Foundation
G3 Example 3: Skirted Foundation
G3 Example 1: Circular Foundations
G3 Example 1: Circular Foundations