Please ensure Javascript is enabled for purposes of website accessibility

Online Workshops

These free training videos replicate our onsite workshops These resources will allow you to host your own geotechnical modeling workshop for a group of engineers or your own individual training.

These Videos were all recorded using GeoStudio 2007


SLOPE/W

SLOPE/W Session 1: SLOPE/W fundamentals
SLOPE/W Session 2: Geometry
SLOPE/W Session 3: Definition of material properties
SLOPE/W Session 4: Trial Slip Surfaces
SLOPE/W Session 5: Pore-water pressure conditions
SLOPE/W Session 6: Concentrated Loads and Reinforcement
SLOPE/W Session 7: Anchors
SLOPE/W Session 8: Nails
SLOPE/W Session 9: Geo-Fabric
SLOPE/W Session 10: Other reinforcement
SLOPE/W Session 11: Seismic and Dynamic Stability
SLOPE/W Session 12: Probabilistic Analysis

QUAKE/W

QUAKE/W Session 1: Introduction to QUAKE/W
QUAKE/W Session 2: Newmark Analysis
QUAKE/W Session 3: Cumulative Plastic Strain Analysis
QUAKE/W Session 4: Lower San Fernando Dam Example
QUAKE/W Session 5: Upper San Fernando Dam example
QUAKE/W Session 6: Post-Earthquake Behavior
QUAKE/W Session 7: Fundamentals
QUAKE/W Session 8: Insitu
QUAKE/W Session 9: Stability before earthquake
QUAKE/W Session 10: Equivalent Linear Method
QUAKE/W Session 11: Earthquake Records
QUAKE/W Session 12: Dynamic earthquake analysis
QUAKE/W Session 13: Ground response
QUAKE/W Session 14: Pore pressure response
QUAKE/W Session 15: Concept of Collapse Surface
QUAKE/W Session 16: Implementation of Collapse Surface
QUAKE/W Session 17: Post-Earthquake Stability
QUAKE/W Session 18: Summary and Commentary

SIGMA/W

SIGMA/W Session 1: Introduction and Fundamentals
SIGMA/W Session 2: Insitu Stress States
SIGMA/W Session 3: Load-Deformation Analysis
SIGMA/W Session 4: Staged Construction
SIGMA/W Session 5: Beams and Bars
SIGMA/W Session 6: Geo-Fabric
SIGMA/W Session 7: Tie Back Wall
SIGMA/W Session 8: Buried Pipe example
SIGMA/W Session 9: Slope Stability based on F.E. Stresses
SIGMA/W Session 10: Stress Redistribution
SIGMA/W Session 11: Coupled Stress/Pore-water pressure analyses
SIGMA/W Session 12: One-dimensional Consolidation example
SIGMA/W Session 13: Soft Ground Consolidation
SIGMA/W Session 14: Wick Drains
SIGMA/W Session 15: Excavation below a water table
SIGMA/W Session 16: Volume Change Analysis
SIGMA/W Session 17: Coupled Rapid Drawdown
SIGMA/W Session 18: Tailings Deposition example
SIGMA/W Session 19: Triaxial Test example
SIGMA/W Session 20: Summary

SEEP/W

SEEP/W Session 1: Introduction and Fundamentals
SEEP/W Session 2: Geometry and Finite Element Mesh
SEEP/W Session 3: Material Properties
SEEP/W Session 4: Homogeneous Dam Example
SEEP/W Session 5: Flux or Sink Boundary Conditions
SEEP/W Session 6: Anisotropy
SEEP/W Session 7: Axisymmetric Analyses
SEEP/W Session 8: Convergence
SEEP/W Session 9: Exit Gradients
SEEP/W Session 10: Plan view and Relief Wells
SEEP/W Session 11: Material Property Functions
SEEP/W Session 12: Introduction to Transient Analyses
SEEP/W Session 13: Initial Conditions and Time Steps
SEEP/W Session 14: Transient Drawdown Example
SEEP/W Session 15: Clay lined pond exercise
SEEP/W Session 16: Importance of Material Property Functions
SEEP/W Session 17: Commentary on Modeling