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journal:(Research)
Aggregate Morphology Affecting Resilient Behavior of Unbound Granular Materials
Aggregate Morphology Affecting Resilient Behavior of Unbound Granular Materials
Aggregate Subgrade Improvements Using Quarry By-Product Fines: A Case Study
Airfield Pavement Damage Evaluation Due to New-Generation Aircraft Wheel Loading and Wander Patterns
Anisotropic Modeling of Granular Bases in Flexible Pavements
Attempt at Resilient Modulus Modeling Using Artificial Neural Networks
Attempt at Resilient Modulus Modeling Using Artificial Neural Networks
Ballast Settlement Ramp to Mitigate Differential Settlement in a Bridge Transition Zone
Cement-Treated Bases Containing Reclaimed Asphalt Pavement, Quarry By-Products, and Fibers
C-FLEX Advanced Finite Element Analysis Program for Flexible Pavement Analysis and Design
Characterization and Stabilization of Quarry Byproducts for Sustainable Pavement Applications
Characterization of Railroad Ballast Behavior under Repeated Loading
Characterizing Ballast Degradation through Los Angeles Abrasion Test and Image Analysis
Deformation and Dynamic Load Amplification Trends at Railroad Bridge Approaches
Determination of Volume of Aggregates: New Image-Analysis Approach
Effect of Ballast Degradation on Track Dynamic Behavior Using Discrete Element Modeling
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
Evaluation of Aggregate Imaging Techniques for Quantification of Morphological Characteristics
Evaluation of Airport Pavement Base Layer Stiffness Characteristics via Embedded Field Sensors
Evaluation of Railway Ballast Permeability Using Machine Vision–Based Degradation Analysis
Field Validation of Airport Pavement Granular Layer Rutting Predictions
Field Validation of Airport Pavement Granular Layer Rutting Predictions
Flexible Pavement Resiliency and Mitigation Strategies Following Adverse Environmental Events
Framework to Improve the Pavement ME Design Unbound Aggregate Rutting Model by Using Field Data