Improved Methodology to Evaluate Fracture Properties of Warm-Mix Asphalt Using Overlay Test

Author:

Gu Fan1,Zhang Yuqing2,Luo Xue3,Luo Rong4,Lytton Robert L.5

Affiliation:

1. Room 508K;CE/TTI Building, Texas A&M Transportation Institute, 3135 TAMU, Texas A&M University, College Station, TX 77843.

2. School of Engineering and Applied Science, Aston University, Room MB153A, Aston Triangle, Birmingham B4 7ET, United Kingdom.

3. Room 508B;CE/TTI Building, Texas A&M Transportation Institute, 3135 TAMU, Texas A&M University, College Station, TX 77843.

4. Room 503C, CE/TTI Building, Texas A&M Transportation Institute, 3135 TAMU, Texas A&M University, College Station, TX 77843.

5. Zachry Department of Civil Engineering, CE/TTI Building, Room 503A, 3136 TAMU, Texas A&M University, College Station, TX 77843.

Abstract

This study developed a reliable and repeatable methodology to evaluate the fracture properties of asphalt mixtures with an overlay test (OT). In the proposed methodology, first, a two-step OT protocol was used to characterize the undamaged and damaged behaviors of asphalt mixtures. Second, a new methodology combining the mechanical analysis of viscoelastic force equilibrium in the OT specimen and finite element simulations was used to determine the undamaged properties and crack growth function of asphalt mixtures. Third, a modified Paris's law replacing the stress intensity factor by the pseudo J-integral was employed to characterize the fracture behavior of asphalt mixtures. Theoretical equations were derived to calculate the parameters A and n (defined as the fracture properties) in the modified Paris's law. The study used a detailed example to calculate A and n from the OT data. The proposed methodology was successfully applied to evaluate the impact of warm-mix asphalt (WMA) technologies on fracture properties. The results of the tested specimens showed that Evotherm WMA technology slightly improved the cracking resistance of asphalt mixtures, while foaming WMA technology provided comparable fracture properties. In addition, the study found that A decreased with the increase in n in general. A linear relationship between –log( A) and n was established.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

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