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journal:(Research)
Construction and Instrumentation of Geosynthetically Stabilized Secondary Road Test Sections
In Situ Measurements of Secondary Road Flexible Pavement Response to Vehicular Loading
Optimization of Tack Coat Application Rate for Geocomposite Membrane on Bridge Decks
Assessment of Falling Weight Deflectometer Data for Stabilized Flexible Pavements
Data Collection and Management of the Instrumented Smart Road Flexible Pavement Sections
Performance of Geocomposite Membrane as Pavement Moisture Barrier
Use of Discrete Event Simulation to Design Geocomposite Membrane Installation
Pavement Response to Dual Tires and New Wide-Base Tires at Same Tire Pressure
Relationship Between Backcalculated and Laboratory-Measured Resilient Moduli of Unbound Materials
Accuracy of Ground-Penetrating Radar for Estimating Rigid and Flexible Pavement Layer Thicknesses
Quantification of Pavement Damage Caused by Dual and Wide-Base Tires
Measuring Rebar Cover Depth in Rigid Pavements with Ground-Penetrating Radar
Field and Theoretical Evaluation of Thermal Fatigue Cracking in Flexible Pavements
Finite Element Method Modeling of Reflective Cracking Initiation and Propagation
Viscoelastic Model to Describe Mechanical Response of Bituminous Sealants at Low Temperature
New Generation of Wide-Base Tires
New Generation of Wide-Base Tires: Impact on Trucking Operations, Environment, and Pavements
Dynamic Analysis and in Situ Validation of Perpetual Pavement Response to Vehicular Loading
Dynamic Analysis and In Situ Validation of Perpetual Pavement Response to Vehicular Loading
Interface Bonding between Hot-Mix Asphalt and various Portland Cement Concrete Surfaces
Interface Bonding between Hot-Mix Asphalt and Various Portland Cement Concrete Surfaces
Validity of Asphalt Binder Film Thickness Concept in Hot-Mix Asphalt
Accuracy of Current Complex Modulus Selection Procedure from Vehicular Load Pulse
Fracture-Based Friction Model for Pavement Interface Characterization
In Situ Assessment of Interlayer Systems to Abate Reflective Cracking in Hot-Mix Asphalt Overlays