Kristian Krabbenhoft

1:01:57

The bearing capacity equation and how well it fits with Optum
Optum Computational Engineering
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Guest-speaker: High-performance fibres in concrete
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Necking
Kristian Krabbenhoft
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How to choose the right friction angle in 3D
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Torsional loading effects on bearing capacity of shallow foundations in OPTUM G3
Optum Computational Engineering
753 views
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FASD: Friction Angle Stress State Dependent Model for Sand
Kristian Krabbenhoft
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Consistent undrained modelling of clays in OPTUM G3
Optum Computational Engineering
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Exporting and beautifying figures in OPTUM G2
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AUS: Anisotropic Undrained Shear Strength Model for Clay
Kristian Krabbenhoft
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Introduction to G2
Kristian Krabbenhoft
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Capital of the UK
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Strength Reduction Analysis
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Ultimate Capacity of Monopile Foundation
Kristian Krabbenhoft
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Modified Cam Clay Triaxial Tests using OPTUM G2
Kristian Krabbenhoft
258 views
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Importing images into G2
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390 views
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G3 Example 1: Circular Foundations
Kristian Krabbenhoft
555 views
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Stability of seabed slopes - Automated design using OPTUM GX
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