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journal:(Research)
Attempt at Resilient Modulus Modeling Using Artificial Neural Networks
Attempt at Resilient Modulus Modeling Using Artificial Neural Networks
Anisotropic Modeling of Granular Bases in Flexible Pavements
Neural Network Modeling of Anisotropic Aggregate Behavior from Repeated Load Triaxial Tests
Laboratory Determination of Anisotropic Aggregate Resilient Moduli Using an Innovative Test Device
Determination of Volume of Aggregates: New Image-Analysis Approach
Stress Path Testing for Proper Characterization of Unbound Aggregate Base Behavior
Quantification of Coarse Aggregate Angularity Based on Image Analysis
Validated Model for Predicting Field Performance of Aggregate Base Courses
Modulus Anisotropy and Shear Stability of Geofiber-Stabilized Sands
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
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
Aggregate Morphology Affecting Resilient Behavior of Unbound Granular Materials
Aggregate Morphology Affecting Resilient Behavior of Unbound Granular Materials
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
Laboratory Characterization of Fouled Railroad Ballast Behavior
Sandwich Model to Evaluate Railroad Asphalt Trackbed Performance under Moving Loads
Unbound Aggregate Deformation Behavior due to Traffic Wander
Simulating Ballast Shear Strength from Large-Scale Triaxial Tests
Evaluation of Aggregate Imaging Techniques for Quantification of Morphological Characteristics
Investigation of Aggregate Properties Influencing Railroad Ballast Performance
Characterization of Railroad Ballast Behavior under Repeated Loading
Characterizing Ballast Degradation through Los Angeles Abrasion Test and Image Analysis
Railroad Track Transitions with Multidepth Deflectometers and Strain Gauges
Influence of Size and Shape Properties of Railroad Ballast on Aggregate Packing
Influence of Aggregate Base Layer Variability on Pavement Performance
Ballast Settlement Ramp to Mitigate Differential Settlement in a Bridge Transition Zone
Characterization and Stabilization of Quarry Byproducts for Sustainable Pavement Applications
Morphological Characterization of Railroad Ballast Degradation Trends in the Field and Laboratory
Pavement Working Platforms Constructed with Large-Size Unconventional Aggregates
Cement-Treated Bases Containing Reclaimed Asphalt Pavement, Quarry By-Products, and Fibers
Framework to Improve the Pavement ME Design Unbound Aggregate Rutting Model by Using Field Data
Optimizing Stability and Stiffness Through Aggregate Base Gradation