Rigid and Flexible Pavement Design and Analysis: Unbound Granular Materials, Tire Pressures, Backcalculation, and Design Methods

摘要

Contents: Temperature Curling in Rigid Pavements: An Application of Dimensional Analysis; Field Performance Review of Unbonded Jointed Concrete Overlays; Performance Evaluation of Experimental Pavement Designs at Clare, Michigan; Probabilistic Design of Flexible and Rigid Pavements using AASHTO Equations; Evaluating Structural Damage of Flexible Pavements using Cracking and Falling Weight Deflectometer Data; Analysis of Full-Depth Asphalt Concrete Pavements using Shakedown Theory; Effects of Transverse Distribution of Heavy Vehicles on Thickness Design of Full-Depth Asphalt Pavements; Fatigue Life and Permanent Deformation Characteristics of Asphalt Concrete Mixes; Fatigue Model to Assess Pavement Damage; Effect of Tire Pressure on Flexible Pavement Response and Performance; Effects of Tires and Tire Pressures on Road Pavements; Effect of Tire Pressure and Type on Response of Flexible Pavement; Improved Characterization Model for Granular Bases; Rapid Shear Strength Evaluation of In Situ Granular Materials; Determination of Deflection of Pavement Systems Using Velocity Transducers; Shakedown and Fatigue of Pavements with Granular Bases; Influence of Aggregate Shape on Base Behavior; Effects of Unknown Rigid Subgrade Layers on Back-Calculation of Pavement Moduli and Projections of Pavement Performance; Heavy Vehicle Evaluation for Overload Permits; Development of a Rational Thickness Design Method for Rigid Pavements; Maximum Entropy Spectral Analysis of Transverse Crack Spacing in Continuously Reinforced Concrete Pavements.