01373802

Component

https://doi.org/10.3141/2305-02

http://scholar.google.com...tlif&publication_year=2012

Modifications made to the Mechanistic–Empirical Pavement Design Guide (MEPDG) to accommodate the design of a newly constructed composite pavement system featuring a thin portland cement concrete (PCC) layer placed over another PCC layer (PCC–PCC pavement) are described. In previous versions of the MEPDG, a newly constructed PCC–PCC pavement project was considered a bonded PCC overlay of an existing PCC pavement. As a result of this simplification, the MEPDG was not consistent in its predictions for a newly constructed PCC–PCC pavement and its structurally equivalent single-layer analogue. To remedy this inconsistency, researchers suggested modifications to the Enhanced Integrated Climatic Model (EICM) used by the MEPDG in terms of (a) number of locations through the slab used by EICM to determine the thermal gradient and (b) EICM calculation of the subgrade spring stiffness (or k-value). Before-and-after MEPDG sensitivity analyses are included to justify the modifications developed and implemented into the MEPDG with the assistance of the MEPDG development team. This research was conducted under SHRP 2 R21, Composite Pavement Systems.

01470561

12-2127

English

pp 14–23

2012

Transportation Research Record: Journal of the Transportation Research Board

9780309263139

Print

Figures; References; Tables

Composite pavements; Pavement design; Portland cement concrete; Stiffness; Subgrade (Pavements)

Enhanced Integrated Climatic Model; Mechanistic-Empirical Pavement Design Guide

Design; Highways; Pavements; I22: Design of Pavements, Railways and Guideways

TRIS, TRB, ATRI

Feb 8 2012 5:07PM

• Calibrating "Mechanistic–Empirical Pavement Design Guide" for North Carolina: Genetic Algorithm and Generalized Reduced Gradient Optimization Methods
• Comparison of Design Thicknesses for Flexible Airfield Pavement Based on Agency Limiting Subgrade Strain Criteria
• Concrete Pavement Joint Diagnostics with Ultrasonic Tomography
• Development of Mechanistic–Empirical Design Procedure for Fully Permeable Pavement Under Heavy Traffic
• Establishing Effective Linear Temperature Gradients for Ultrathin Bonded Concrete Overlays on Asphalt Pavements
• Evaluating the Effect of Concrete Slab Curling on Joint Load Transfer Responses
• Evaluation of Representative Loading Frequency for Linear Elastic Analysis of Asphalt Pavements
• Improved Mechanistic–Empirical Continuously Reinforced Concrete Pavement Design Approach with Modified Punchout Model
• Induction Healing of Porous Asphalt
• Joint Load Transfer and Support Considerations for Jointed Precast Concrete Pavements
• Load and Resistance Factors and Design Parameter Offsets for "Mechanistic–Empirical Pavement Design Guide"
• Method for Evaluating Implications of Climate Change for Design and Performance of Flexible Pavements
• New Warping and Differential Drying Shrinkage Models for Jointed Plain Concrete Pavements Derived with Nonlinear Shrinkage Distribution
• Rational Use of Terminal Anchorages in Portland Cement Concrete Pavement
• Reliability-Based Mechanistic–Empirical Pavement Design with Statistical Methods
• Streamlining Use of "Mechanistic–Empirical Pavement Design Guide"
• Structural Coefficient of Open-Graded Friction Course