Vision for Mechanistic-Empirical Railway Track System and Component Analysis and Design
Validated Model for Predicting Field Performance of Aggregate Base Courses
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
Unbound Aggregate Deformation Behavior due to Traffic Wander
Toward Automated Field Ballast Condition Evaluation: Development of a Ballast Scanning Vehicle
Stress Path Testing for Proper Characterization of Unbound Aggregate Base Behavior
Spatial Verification of Modulus for Pavement Foundation System
Soaking Effects on Strength Characteristics of Crushed Gravel and Limestone Unbound Aggregates
Simulating Ballast Shear Strength from Large-Scale Triaxial Tests
Satellite Radar Imagery for Detection and Monitoring of Geohazards
Sandwich Model to Evaluate Railroad Asphalt Trackbed Performance under Moving Loads
Railroad Track Transitions with Multidepth Deflectometers and Strain Gauges
Quantification of Coarse Aggregate Angularity Based on Image Analysis
Predicting Ballast Fouling Conditions with the Gaussian Mixture Model
Predicting Ballast Fouling Conditions Through RGB-Based Statistical Quantity Analysis
Permanent Deformation Behavior of Naturally Occurring Bituminous Sands
Pavement Working Platforms Constructed with Large-Size Unconventional Aggregates
Overlay Thickness Design for Low-Volume Roads
Optimizing Stability and Stiffness Through Aggregate Base Gradation
Neural Network Modeling of Anisotropic Aggregate Behavior from Repeated Load Triaxial Tests
Morphological Characterization of Railroad Ballast Degradation Trends in the Field and Laboratory
Modulus Anisotropy and Shear Stability of Geofiber-Stabilized Sands
Modified Standard Penetration Test for Drilled Shaft Design in Weak Fine-Grained Rocks
Laboratory Determination of Anisotropic Aggregate Resilient Moduli Using an Innovative Test Device
Laboratory Characterization of Fouled Railroad Ballast Behavior