Abstract

The purpose of asphalt pavement structural design is to get a materially-coordinated and structurally-durable product, and a pavement structure with good road performance by combining the structural layer materials reasonably. However, due to lack of a rational evaluation index on the parameter combinations of structural layer materials, the structural layer materials are poor in terms of coordination, have low efficiency, and the actual use period is much lower than the designed working life. Therefore, it is very important to conduct research evaluating the coordination of the structural layer materials. In this study, the sensitivity of mechanical parameters and equivalent envelope area are proposed as new indexes to evaluate the coordination of material design of asphalt pavement structure layers. Software is developed to calculate the equivalent envelope area that can quantitatively evaluate the coordination among different layers and visualize the mechanical transfer behavior of each structural layer. Based on the equivalent envelope area index, this study incorporates two new steps in the design of pavements, namely the structural form comparison and optimization, and proposes a new structural design process. Finally, the rationality and reliability of the equivalent envelope area index are verified by presenting fatigue life calculation and field verification in a test road. The results propose a clear evaluation index of the coordination of material design of each structural layer, which makes the structural design of the asphalt pavement more scientific and reasonable.

Highlights

  • The purpose of optimal design of asphalt pavement structure is to determine a structural form with durable structure and good road performance by combining the parameter rationally of the structural layer materials

  • The sensitivity is the ratio of the mechanical response value of a point in the Y direction of the YZ section to the maximum mechanical response value in the Y direction of the section, and is calculated as in Equation (1)

  • Δmax,h In Equation (1), ωi,h is the mechanical index sensitivity of point i at depth h; ωi,h is dimensionless; h is the depth along the Z direction and the unit is m; δi,h is the mechanical response value of point i at depth h; and δmax,h is the maximum mechanical response value of all points at depth h

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Summary

Introduction

The purpose of optimal design of asphalt pavement structure is to determine a structural form with durable structure and good road performance by combining the parameter rationally of the structural layer materials. For this reason, the rational parameter combination of structural layer materials of the asphalt pavement is crucial for the road performance and structure durability. Sci. 2020, 10, 3178 pavement structural form with a reasonable material combination, durable structure, and good road performance through the optimal combination of each structural layer materials

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