Documents from the presentation can be found below.

Column Supported Embankments


Shear Strength Reduction Method for 2D and 3D Slope Stability

Widely Spaced Shear Walls for Slope Stabilization

Deep Foundations Institute

Earthquake Hazard Mitigation in Memphis

Piles in Liquefied Soil

Foundation Reuse

Earth Retention in Challenging Ground and Community Conditions

Oil Well Pad Construction and Failure Repair

Event Pictures DSC_0406 DSC_0410 DSC_0413 DSC_0438 DSC_0454 DSC_0464 DSC_0485 1st place Ghaith Abdulrasool University of Kansas 2nd place Karim Zahidul Kansas State University 3rd place Yang Zhang Iowa State University


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