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University Transportation Centers University Transportation Centers

University Transportation Centers

USDOT’s University Transportation Centers (UTC) Program, launched in 1988, awards and administers grants to consortia of colleges and universities across the United States. Each UTC forms a unique center of transportation excellence on a specific research topic. The UTC Collection brings together the research outputs of these consortia. To learn more about the UTC program , visit https://www.transportation.gov/content/university-transportation-centers. Bookmark this collection: https://rosap.ntl.bts.gov/collection_utcp or https://doi.org/10.21949/1530855.

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    Geotechnology (40)
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x Geotechnology
  • Development of New Design Guidelines for Protection Against Erosion at Bridge Abutments and EmbankmentsPhase I
    Development of New Design Guidelines for Protection Against Erosion at Bridge Abutments and Embankments-Phase I
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  • Effect of Swellshrink Characteristics on Landslides in Yazoo Clay
    Effect of Swell-shrink Characteristics on Landslides in Yazoo Clay
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  • Bumps in High Speed Rails  What is Tolerable
    Bumps in High Speed Rails : What is Tolerable?
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  • Development of a Design Protocol Sustainable Stabilization of Slope Using Recycled Plastic Pin in Mississippi
    Development of a Design Protocol: Sustainable Stabilization of Slope Using Recycled Plastic Pin in Mississippi
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  • Deployment and Validation of LowCost Wireless Sensors for RealTime Lifeline Condition Assessment
    Deployment and Validation of Low-Cost Wireless Sensors for Real-Time Lifeline Condition Assessment
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  • Predicting Erosion Impact on Highway and Railway Bridge Substructures
    Predicting Erosion Impact on Highway and Railway Bridge Substructures
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  • Detecting Weakened Highway and Railroad Bridge Substructures at Deck Level
    Detecting Weakened Highway and Railroad Bridge Substructures at Deck Level
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  • Geosynthetic Reinforcement to Protect Underground Pipes against Damage from Construction and Traffic
    Geosynthetic Reinforcement to Protect Underground Pipes against Damage from Construction and Traffic
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  • Behavior of Drilled Shafts With HighStrength Reinforcement and Casing
    Behavior of Drilled Shafts With High-Strength Reinforcement and Casing
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  • Sustainable Geotechnical Asset Management Along the Transportation Infrastructure Environment Using Remote Sensing Final Report
    Sustainable Geotechnical Asset Management Along the Transportation Infrastructure Environment Using Remote Sensing: Final Report
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  • Enhancing the Resilience of Idahos Transportation System to Natural Hazards and Climate Change
    Enhancing the Resilience of Idaho's Transportation System to Natural Hazards and Climate Change
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  • A Platform for Proactive RiskBased Slope Asset Management Phase II
    A Platform for Proactive, Risk-Based Slope Asset Management, Phase II
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  • A Method of Mapping Sinkhole Susceptibility Using a Geographic Information System A Case Study for Interstates in the Karst Counties of Virginia
    A Method of Mapping Sinkhole Susceptibility Using a Geographic Information System: A Case Study for Interstates in the Karst Counties of Virginia
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  • Sinkhole Detection Landslide and Bridge Monitoring for Transportation Infrastructure by Automated Analysis of Interferometric Synthetic Aperture Radar Imagery
    Sinkhole Detection, Landslide and Bridge Monitoring for Transportation Infrastructure by Automated Analysis of Interferometric Synthetic Aperture Radar Imagery
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  • Evaluation of Hydraulic Plate Compactor
    Evaluation of Hydraulic Plate Compactor
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  • Characterization of Frictional Interference in CloselySpaced Reinforcements in MSE Walls
    Characterization of Frictional Interference in Closely-Spaced Reinforcements in MSE Walls
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  • Experimental Study of Various Techniques to Protect IceRich Cut Slopes
    Experimental Study of Various Techniques to Protect Ice-Rich Cut Slopes
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  • Geophysical Applications for ArcticSubarctic Transportation Planning
    Geophysical Applications for Arctic/Subarctic Transportation Planning
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  • Development of a Quantitative Model for the Mechanism of Raveling Failure in Highway Rock Slopes Using LiDAR
    Development of a Quantitative Model for the Mechanism of Raveling Failure in Highway Rock Slopes Using LiDAR
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  • Fast Determination of Soil Behavior in the Capillary Zone Using Simple Laboratory Tests
    Fast Determination of Soil Behavior in the Capillary Zone Using Simple Laboratory Tests
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1 - 20 / 40
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