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journal:(Research)
C-FLEX Advanced Finite Element Analysis Program for Flexible Pavement Analysis and Design
Effect of Ballast Degradation on Track Dynamic Behavior Using Discrete Element Modeling
Flexible Pavement Resiliency and Mitigation Strategies Following Adverse Environmental Events
Evaluation of Airport Pavement Base Layer Stiffness Characteristics via Embedded Field Sensors
Toward Automated Field Ballast Condition Evaluation: Development of a Ballast Scanning Vehicle
Sandwich Model to Evaluate Railroad Asphalt Trackbed Performance under Moving Loads
Influence of Aggregate Base Layer Variability on Pavement Performance
Aggregate Morphology Affecting Resilient Behavior of Unbound Granular Materials
Aggregate Morphology Affecting Resilient Behavior of Unbound Granular Materials
Effect of Coarse Aggregate Morphology on the Resilient Modulus of Hot-Mix Asphalt
Effect of Coarse Aggregate Morphology on the Resilient Modulus of Hot-Mix Asphalt
Quantification of Coarse Aggregate Angularity Based on Image Analysis
Unbound Aggregate Deformation Behavior due to Traffic Wander
Field Validation of Airport Pavement Granular Layer Rutting Predictions
Field Validation of Airport Pavement Granular Layer Rutting Predictions
Permanent Deformation Behavior of Naturally Occurring Bituminous Sands
Validated Model for Predicting Field Performance of Aggregate Base Courses
Modulus Anisotropy and Shear Stability of Geofiber-Stabilized Sands
Determination of Volume of Aggregates: New Image-Analysis Approach
Laboratory Determination of Anisotropic Aggregate Resilient Moduli Using an Innovative Test Device
Anisotropic Modeling of Granular Bases in Flexible Pavements
Neural Network Modeling of Anisotropic Aggregate Behavior from Repeated Load Triaxial Tests
Stress Path Testing for Proper Characterization of Unbound Aggregate Base Behavior
Attempt at Resilient Modulus Modeling Using Artificial Neural Networks
Attempt at Resilient Modulus Modeling Using Artificial Neural Networks