Life Cycle Cost Analysis of High Friction Surface Treatment Applications
Evaluation of Oxidization of Crumb Rubber–Modified Asphalt during Short-Term Aging
Effect of Crumb Rubber Dissolution on Low-Temperature Performance and Aging of Asphalt–Rubber Binder
Effects of Interaction Conditions on Internal Network Structure of Crumb Rubber–Modified Asphalts
Parametric Analysis of Resilient Modulus Modeling for Recycled Asphalt Pavement in Base Layer
Modeling of the Resilient Modulus for Recycled Asphalt Pavement Applications in Base Course Layers
Effect of Crumb Rubber Modifier Dissolution on Storage Stability of Crumb Rubber–Modified Asphalt
Modeling the Effect of Moisture on Resilient Modulus of Untreated Reclaimed Asphalt Pavement
Integration of Mechanistic–Empirical Pavement Design Guide Distresses with Local Performance Indices
Mechanistic–Empirical Modeling in Network-Level Pavement Management
Controlling Performance of Crumb Rubber-Modified Binders Through Addition of Polymer Modifiers
Controlling Performance of Crumb Rubber–Modified Binders through Addition of Polymer Modifiers
Improving Prediction Accuracy in Mechanistic–Empirical Pavement Design Guide
Improving Prediction Accuracy in Mechanistic-Empirical Pavement Design Guide
Effectiveness of Open-Graded Base Layer on Subgrade Moisture Regime and Overall Pavement Performance
Effectiveness of Open-Graded Base Layer on Subgrade Moisture Regime and Overall Pavement Performance
Mechanism of Interaction of Asphalt Cement with Crumb Rubber Modifier