Kristian Krabbenhoft
Premier League Chat with Otto Part 2
24:32
Kristian Krabbenhoft
Modified Cam Clay Triaxial Tests using OPTUM G2
4:15
Kristian Krabbenhoft
Doomed New Orleans Hurricane Katrina
2:57
Kristian Krabbenhoft
Burland Soil Mechanics
18:30
Kristian Krabbenhoft
Necking
0:11
Kristian Krabbenhoft
Feynman: Why
7:33
Kristian Krabbenhoft
Construction of foundation for onshore wind turbine
4:12
Kristian Krabbenhoft
FASD: Friction Angle Stress State Dependent Model for Sand
45:49
Kristian Krabbenhoft
AUS: Anisotropic Undrained Shear Strength Model for Clay
1:01:55
Kristian Krabbenhoft
Load Stepping in G2
24:34
Kristian Krabbenhoft
OPTUM G2 installation
1:40
Kristian Krabbenhoft
Test
0:16
Kristian Krabbenhoft
Ultimate Capacity of Monopile Foundation
21:12
Kristian Krabbenhoft
Importing Pore Pressures into G2
4:23
Kristian Krabbenhoft
Capital of the UK
0:28
Kristian Krabbenhoft
John von Neumann
2:21
Kristian Krabbenhoft
Importing images into G2
9:22
Kristian Krabbenhoft
Interface
1:12
Kristian Krabbenhoft
Introduction to G2
1:04:09
Kristian Krabbenhoft
Premier League chat with Otto
10:42
Kristian Krabbenhoft
Installing OptumG2 on the UoL System
2:02
Kristian Krabbenhoft
Granular column collapse using GCD
0:20
Kristian Krabbenhoft
Granular contact dynamics simulation
0:10
Kristian Krabbenhoft
Emptying of silos using PFEM
0:27
Kristian Krabbenhoft
Accretionary wedge using PFEM
0:12
Kristian Krabbenhoft
Cylinder in soft clay using PFEM
0:21
Kristian Krabbenhoft
T-bar test using PFEM
0:09
Kristian Krabbenhoft
G2/G3 Verification Exercise 1
6:06
Kristian Krabbenhoft
G3 Example 3: Skirted Foundation
18:11
Kristian Krabbenhoft
G3 Example 1: Circular Foundations
21:49
Kristian Krabbenhoft
G3 Example 2: Combined Loading of Shallow Foundation
11:18
Kristian Krabbenhoft
Strength Reduction Analysis
26:59
Kristian Krabbenhoft
Limit Analysis Part 1
1:00:22
Kristian Krabbenhoft
OptumG2 via Matlab
24:37
Kristian Krabbenhoft
Tripod Foundation in G3
20:40
Kristian Krabbenhoft
Foundation on Slope in G3
9:50
Kristian Krabbenhoft
Stability of Tunnel Face in G3
27:05
Kristian Krabbenhoft
Suction Caisson in G3
22:27
Kristian Krabbenhoft
Random Field Analysis in G2
22:47
Kristian Krabbenhoft
Exporting and Beautifying Figures in G2
9:56
Kristian Krabbenhoft
Water Pressures in G2
19:43
Kristian Krabbenhoft
Laterally Loaded Pile in G3
14:53
Kristian Krabbenhoft
Introduction to G3
23:56
Kristian Krabbenhoft
Grouted anchor
1:20
Kristian Krabbenhoft
Bearing capacity of shallow foundations using OptumG2
11:53
Kristian Krabbenhoft
ULS Design of Anchored Sheet Pile Wall using OptumG2
10:56
Kristian Krabbenhoft
Slope stability analysis using OptumG2
9:15
Kristian Krabbenhoft
Excvation in sand
4:51
Kristian Krabbenhoft
Stability of sheet pile wall using OptumG2
2:23
Kristian Krabbenhoft
Slope stability using OptumG2
2:01
Kristian Krabbenhoft
Bearing capacity of shallow foundation using OptumG2
2:38
Kristian Krabbenhoft
Cam clay triaxial test
0:07
Kristian Krabbenhoft
Highwall01w
0:06
Kristian Krabbenhoft
Highwall02w
0:06
Kristian Krabbenhoft
UndergroundExplosion2
0:06