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Calibration of Design Methods for Slope Stabilization and Earth Retention. J. Erik Loehr Civil and Environmental Engineering University of Missouri - Columbia. General Design Approach. Motivation. Design methods appear conservative Have performance data, but it’s underutilized
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Calibration of Design Methods for Slope Stabilization and Earth Retention J. Erik Loehr Civil and Environmental Engineering University of Missouri - Columbia
Motivation • Design methods appear conservative • Have performance data, but it’s underutilized • Would like to make prudent use of performance data to improve design methods
“Calibration” of Design Method • Objective is design method that predicts F=1.0 when deformations becomes “just unacceptable”
Required Data • Deformations as function of time • Inclinometers • Surface surveys • Piezometric levels as function of time • Soil/Rock properties • Loads/moments in members not required, but helpful
I435-Wornall Road Site June 2001
Conclusions • Approach at least produces method that is consistent with observed field behavior • Non-uniqueness in approach can be addressed by performing additional calibrations • Limited to application for similar techniques • Prudent basis for incrementally improving design over time
Acknowledgements • Project Sponsors • Missouri Department of Transportation, project RI98-007 • National Science Foundation, project CMS0093164 • Recycled Materials Resource Center, UNH • Epoch Composite Products, Lamar, MO • The Judy Company, Kansas City, MO • John Bowders and Hani Salim, MU Faculty • Tom Fennessey, MoDOT • MU Graduate students