Heat-Induced Healing Potential of Bituminous Mixtures: Role of Mixture Parameters and Heating Method

Healing of cracked bituminous mixes/layers by heating them is considered an effective pavement maintenance strategy in recent times. This study aims to investigate the heat-induced healing ability of cracked bituminous mix specimens prepared with dense and gap gradations and using both unmodified and modified binders. Damaged mix specimens were healed by heating them to different temperatures (60°C, 80°C, 100°C, and 120°C) using induction as well as microwave methods of heating, and optimum heating temperatures were identified for different mixes. The influence of different binder parameters, such as surface free energy, saturates, aromatics, resins, and asphaltenes (SARA) fractions, and binder film thickness on the healing capacity of different mixes heated by different methods, has been demonstrated in this study. Gap-graded mixtures had better healing characteristics due to their larger binder volumes. Empirical models were developed for the estimation of the healing capacity of different mixes (with different aggregate gradations, binder type, and binder contents) for both microwave (R2=0.93 and Se/Sy=0.28) and induction (R2=0.92 and Se/Sy=0.26) methods of heating. A model was also proposed to obtain the optimum heating temperature as a function of viscosity and film thickness of the binder (R2=0.70 and Se/Sy=0.58). In both the heating methods, recovery of the indirect tensile strength (ITS) of different mixes (range of 0.3 to 0.8) varied widely with the gradation and binder of the mix. However, for a given mix and set of heating conditions, the microwave heating method resulted in better healing compared with the induction method due to the greater uniformity of heating and longer retention of heat. This, indeed, could be ascribed to the microwave susceptibility of the aggregates possessing significant dielectric properties, i.e., a dielectric constant of 5.69 and a loss factor of 0.46. The study presents the necessary inputs and understanding to appreciate the influence of various mixture and heating method variables on the resulting healing of the mixes.

Authors

Institutions

Publication Details

Journal
Journal of Materials in Civil Engineering
Published
2025-03-20
DOI
https://doi.org/10.1061/jmcee7.mteng-19510
Citations
1
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
Field-Weighted Citation Impact
0.95
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Heat-Induced Healing Potential of Bituminous Mixtures: Role of Mixture Parameters and Heating Method

Sudhakar Reddy Kusam, Satya Lakshmi Aparna Noojilla
1 citations
Journal of Materials in Civil Engineering
Asphalt Pavement Performance Evaluation
0.95
article

Heat-Induced Healing Potential of Bituminous Mixtures: Role of Mixture Parameters and Heating Method

Sudhakar Reddy Kusam, Satya Lakshmi Aparna Noojilla
article en
1 citations

Abstract

Healing of cracked bituminous mixes/layers by heating them is considered an effective pavement maintenance strategy in recent times. This study aims to investigate the heat-induced healing ability of cracked bituminous mix specimens prepared with dense and gap gradations and using both unmodified and modified binders. Damaged mix specimens were healed by heating them to different temperatures (60°C, 80°C, 100°C, and 120°C) using induction as well as microwave methods of heating, and optimum heating temperatures were identified for different mixes. The influence of different binder parameters, such as surface free energy, saturates, aromatics, resins, and asphaltenes (SARA) fractions, and binder film thickness on the healing capacity of different mixes heated by different methods, has been demonstrated in this study. Gap-graded mixtures had better healing characteristics due to their larger binder volumes. Empirical models were developed for the estimation of the healing capacity of different mixes (with different aggregate gradations, binder type, and binder contents) for both microwave (R2=0.93 and Se/Sy=0.28) and induction (R2=0.92 and Se/Sy=0.26) methods of heating. A model was also proposed to obtain the optimum heating temperature as a function of viscosity and film thickness of the binder (R2=0.70 and Se/Sy=0.58). In both the heating methods, recovery of the indirect tensile strength (ITS) of different mixes (range of 0.3 to 0.8) varied widely with the gradation and binder of the mix. However, for a given mix and set of heating conditions, the microwave heating method resulted in better healing compared with the induction method due to the greater uniformity of heating and longer retention of heat. This, indeed, could be ascribed to the microwave susceptibility of the aggregates possessing significant dielectric properties, i.e., a dielectric constant of 5.69 and a loss factor of 0.46. The study presents the necessary inputs and understanding to appreciate the influence of various mixture and heating method variables on the resulting healing of the mixes.

Journal of Materials in Civil EngineeringVol. 37(6)
National Institute of Technology Andhra Pradesh (IN)
Openalex Percentile: Top 28%
Asphalt Pavement Performance Evaluation
0.95
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.