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Characterisation of Asphalt Concrete Using Nanoindentation
Salim Barbhuiya1, Benjamin Caracciolo2
1Department of Civil Engineering, Curtin University, Perth 6845, Australia. salim.barbhuiya@curtin.edu.au.
This study used nanoindentation to analyze asphalt concrete nanomechanics. Hydrated lime additive significantly improved the resistance to deformation, hardness, and stiffness, especially in the mastic phase.
Area of Science:
- Materials Science
- Civil Engineering
- Nanotechnology
Background:
- Asphalt concrete performance is critical for road infrastructure.
- Understanding nanomechanical properties of asphalt components is essential for material design.
- Additives like hydrated lime can potentially enhance asphalt properties.
Purpose of the Study:
- To investigate the nanomechanical properties of asphalt concrete phases (mastic, matrix, aggregate).
- To evaluate the effect of hydrated lime as an additive on these properties.
- To determine the specific phase most influenced by hydrated lime.
Main Methods:
- Nanoindentation testing was employed to measure load-displacement behavior.
- Nanomechanical properties including hardness and stiffness were extracted.
- Comparative analysis was performed on asphalt concrete with and without hydrated lime.
Main Results:
- Hydrated lime significantly enhanced resistance to deformation in mastic and matrix phases.
- The mastic phase showed the most pronounced improvement in properties.
- Hardness and stiffness were notably increased in the mastic phase due to hydrated lime.
Conclusions:
- Hydrated lime is an effective additive for improving asphalt concrete nanomechanical performance.
- The mastic phase is particularly responsive to hydrated lime modification.
- Findings provide insights for optimizing asphalt concrete formulations for enhanced durability.
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