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Published byMelvin Stevenson Modified over 9 years ago
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Current Research on Slope Stabilization with In-situ Reinforcement
J. Erik Loehr Department of Civil Engineering University of Missouri - Columbia
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Ongoing Research Projects
Slope Stabilization Using Recycled Plastic Pins Missouri Department of Transportation Epoch Composite Products The Judy Company Stabilization of Earth Slopes Using Reticulated In-situ Reinforcement National Science Foundation
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In-situ Reinforcement of Slopes
after Bruce and Jewell, 1986
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Key Issues being investigated
Limiting soil pressure Influence of member spacing Influence of member size Axial vs. lateral load transfer Influence of member orientation Effect on overall stability Group/network effects
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Field Demonstration Sites
Slope Angle General Characteristics I-435 (Wornall Rd.) 2.2:1 Zoned embankment I-435 (Holmes Rd.) 2.5:1 US 36 (Stewartsville) Zoned cut I-70 (Emma) Homogeneous fill US 54 (Fulton) 3.2:1 Homogeneous cut All surficial failures!!
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I435-Wornall Rd Slide
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I435-Wornall Rd. Site Layout
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I435-Wornall Rd. Completed Installation
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US36-Stewartsville Slide
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US36 Stewartsville Site Layout
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US36-Stewartsville Completed Installation
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Large-scale Laboratory Modeling
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Purpose of Large-scale Tilt Box
Intermediate to full-scale field tests and centrifuge testing Will permit Rapid evaluation of alternative reinforcement scenarios and methods at near field scale Construction using “field-like” equipment Calibration of numerical models
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Small-scale Tilt Device
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Other Activities Back-analysis of case histories Numerical modeling
Stability prediction contest
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THANKS!
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