# Effect of graphene oxide dosage on the thermal and rheological behavior of asphalt for tropical road conditions

**Authors:** Erick Mendoza, Talia Tene, Jorge Albuja-Sánchez, Guisella Cuenca, John Ramón, David Anzules, Cristian Vacacela Gomez, Yolenny Cruz Salazar, Lorenzo S. Caputi, Salvatore Straface

PMC · DOI: 10.3389/fchem.2025.1691517 · 2025-10-17

## TL;DR

This study examines how adding small amounts of graphene oxide to asphalt improves its performance in hot climates, with a focus on viscosity and aging behavior.

## Contribution

The paper introduces the effect of sub-percent graphene oxide dosages on the thermal and rheological properties of asphalt under tropical conditions.

## Key findings

- Adding 0.2–0.6 wt% graphene oxide increased asphalt viscosity and hardness, with the most significant changes at 0.4 wt%.
- GO-modified asphalt showed higher resistance to short-term aging, maintaining stiffness without compromising oxidative hardening.
- Sub-percent GO improves high-temperature performance but may lead to increased stiffening with aging.

## Abstract

This study investigates graphene oxide (GO) as a low-percent modifier for AC-30 asphalt used in tropical conditions. GO was added at 0.2, 0.4, and 0.6 wt% and tested through standard binder tests and RTFO short-term aging. Unaged binders with GO showed increased viscosity and hardness—viscosity rose by up to approximately 26%, penetration decreased by about 8%–13%, and the softening point rose slightly—indicating a stiffer initial matrix. During mixing at 135 °C–165 °C, both rotational and kinematic viscosities increased, with the highest gains near 0.4 wt%, suggesting a non-linear response to dosage. Under RTFO aging, GO-modified binders exhibited a higher viscosity aging index than the unmodified AC-30, indicating that GO enhances initial stiffness and does not compromise short-term oxidative hardening. Flash and fire points did not show systematic reductions at these dosages. Overall, sub-percent GO improves high-temperature rheology relevant for hot-climate pavements, but there is a trade-off between better early rutting resistance and potential stiffening with aging. Future research will include PAV/DSR testing and analysis of dispersion better to understand long-term behavior and processing at the plant level.

## Full-text entities

- **Diseases:** fire (MESH:D000092422), Flash (MESH:D019584)
- **Chemicals:** GO (MESH:C000628730), asphalt (MESH:C006647), AC-30 (-)
- **Mutations:** C-165  C

## Figures

13 figures with captions in the complete paper: https://tomesphere.com/paper/PMC12575313/full.md

---
Source: https://tomesphere.com/paper/PMC12575313