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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
Laboratory Determination of Anisotropic Aggregate Resilient Moduli Using an Innovative Test Device
Laboratory Characterization of Fouled Railroad Ballast Behavior
Investigation of Aggregate Properties Influencing Railroad Ballast Performance
Influence of Size and Shape Properties of Railroad Ballast on Aggregate Packing