Use of Recycled Tire Rubber to Modify Track–Substructure Interaction
Simulating Ballast Shear Strength from Large-Scale Triaxial Tests
Railroad Track Transitions with Multidepth Deflectometers and Strain Gauges
Overlay Thickness Design for Low-Volume Roads
Framework to Improve the Pavement ME Design Unbound Aggregate Rutting Model by Using Field Data
Forensic Investigations into Recurrent Pavement Heave from Underlying Expansive Soil Deposits
Development of Maintenance Strategies to Mitigate Bridge End Damage from Water Intrusion
Deformation and Dynamic Load Amplification Trends at Railroad Bridge Approaches
Characterization of Railroad Ballast Behavior under Repeated Loading