Канал: 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

Test

Test

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

G2/G3 Verification Exercise 1

G2/G3 Verification Exercise 1

G3 Example 3: Skirted Foundation

G3 Example 3: Skirted Foundation

G3 Example 1: Circular Foundations

G3 Example 1: Circular Foundations

G3 Example 2: Combined Loading of Shallow Foundation

G3 Example 2: Combined Loading of Shallow Foundation

Strength Reduction Analysis

Strength Reduction Analysis

Limit Analysis Part 1

Limit Analysis Part 1

OptumG2 via Matlab

OptumG2 via Matlab

Tripod Foundation in G3

Tripod Foundation in G3

Foundation on Slope in G3

Foundation on Slope in G3

Stability of Tunnel Face in G3

Stability of Tunnel Face in G3

Suction Caisson in G3

Suction Caisson in G3

Random Field Analysis in G2

Random Field Analysis in G2

Exporting and Beautifying Figures in G2

Exporting and Beautifying Figures in G2

Water Pressures in G2

Water Pressures in G2

Laterally Loaded Pile in G3

Laterally Loaded Pile in G3

Introduction to G3

Introduction to G3

Grouted anchor

Grouted anchor

Bearing capacity of shallow foundations using OptumG2

Bearing capacity of shallow foundations using OptumG2

ULS Design of Anchored Sheet Pile Wall using OptumG2

ULS Design of Anchored Sheet Pile Wall using OptumG2

Slope stability analysis using OptumG2

Slope stability analysis using OptumG2

Excvation in sand

Excvation in sand

Stability of sheet pile wall using OptumG2

Stability of sheet pile wall using OptumG2

Slope stability using OptumG2

Slope stability using OptumG2

Bearing capacity of shallow foundation using OptumG2

Bearing capacity of shallow foundation using OptumG2

Cam clay triaxial test

Cam clay triaxial test

Highwall01w

Highwall01w

Highwall02w

Highwall02w

UndergroundExplosion2

UndergroundExplosion2