Influence of Aggregate Base Layer Variability on Pavement Performance
Influence of Size and Shape Properties of Railroad Ballast on Aggregate Packing
Investigation of Aggregate Properties Influencing Railroad Ballast Performance
Laboratory Characterization of Fouled Railroad Ballast Behavior
Laboratory Determination of Anisotropic Aggregate Resilient Moduli Using an Innovative Test Device
Long-Term Performance of Flexible Pavements Constructed on Recycled Base Layers
Modulus Anisotropy and Shear Stability of Geofiber-Stabilized Sands
Morphological Characterization of Railroad Ballast Degradation Trends in the Field and Laboratory
Neural Network Modeling of Anisotropic Aggregate Behavior from Repeated Load Triaxial Tests
Optimizing Stability and Stiffness Through Aggregate Base Gradation
Overlay Thickness Design for Low-Volume Roads
Pavement Working Platforms Constructed with Large-Size Unconventional Aggregates
Permanent Deformation Behavior of Naturally Occurring Bituminous Sands
Quantification of Coarse Aggregate Angularity Based on Image Analysis
Railroad Track Transitions with Multidepth Deflectometers and Strain Gauges
Sandwich Model to Evaluate Railroad Asphalt Trackbed Performance under Moving Loads
Simulating Ballast Shear Strength from Large-Scale Triaxial Tests
Soaking Effects on Strength Characteristics of Crushed Gravel and Limestone Unbound Aggregates
Spatial Verification of Modulus for Pavement Foundation System
Stress Path Testing for Proper Characterization of Unbound Aggregate Base Behavior
Toward Automated Field Ballast Condition Evaluation: Development of a Ballast Scanning Vehicle
Unbound Aggregate Deformation Behavior due to Traffic Wander
Unbound Aggregate Rutting Models for Stress Rotations and Effects of Moving Wheel Loads
Unbound Aggregate Rutting Models for Stress Rotations and Effects of Moving Wheel Loads
Validated Model for Predicting Field Performance of Aggregate Base Courses
Vision for Mechanistic-Empirical Railway Track System and Component Analysis and Design