Introduction
The incorporation of steel slag in asphalt mixtures has gained significant attention due to its potential to improve road performance and promote sustainable pavement solutions. This research focuses on evaluating the effect of steel slag coarse aggregate (SSCA) as a partial or complete replacement for natural aggregates, investigating its influence on road performance and determining optimal blending ratios for improved durability and cost-effectiveness.
Influence of Steel Slag Content and Gradation
The content and gradation of steel slag play a crucial role in determining the mechanical and structural performance of asphalt mixtures. The study analyzed the substitution of natural aggregates with SSCA in varying proportions (0%, 25%, 50%, 75%, and 100%), aiming to understand its impact on mixture stability, strength, and durability. Proper gradation ensures better aggregate interlocking, leading to improved load-bearing capacity and long-term road performance.
Experimental Methodology and Testing Procedures
To evaluate the effect of SSCA substitution, asphalt mixtures were subjected to several performance tests. These included expansion rate analysis, rutting resistance, immersion Marshall stability, low-temperature crack resistance, and freeze-thaw splitting tests. These comprehensive evaluations helped in understanding the mechanical behavior of the mixtures under various environmental and loading conditions, ensuring reliable performance insights.
Results and Performance Evaluation
The findings revealed that incorporating SSCA improved several key properties, including oil-stone ratio, dynamic stability, residual stability after immersion, flexural tensile strength, and fatigue life. However, an increase in SSCA content also led to a reduction in Marshall flow values and a slight risk of mixture expansion. The research concluded that a 100% SSCA content provides optimal high-temperature stability and water resistance, while a 50% substitution delivers the best fatigue performance.
Optimal Substitution Ratios and Application Potential
Considering various performance aspects, the study recommended different optimal blending ratios: 100% SSCA for high-temperature stability and water resistance, and 50% SSCA for enhanced fatigue life. The findings highlight the potential of SSCA as a sustainable alternative to natural aggregates, offering significant benefits in pavement durability, environmental conservation, and resource recycling.
Economic Feasibility and Field Test Analysis
A field test conducted using asphalt mixtures containing 100% 9.5–16 mm SSCA demonstrated excellent performance in real-world conditions. Additionally, an economic cost analysis revealed that using SSCA could reduce construction costs by approximately 7.9%. This emphasizes the practical viability and economic advantages of implementing steel slag in large-scale pavement engineering projects.
Conclusion
The research confirms that the incorporation of steel slag coarse aggregate significantly enhances asphalt mixture performance while reducing construction costs. With optimal blending ratios identified, SSCA presents a promising alternative for sustainable pavement engineering. Its technical benefits, environmental advantages, and economic value make it an ideal material for future road construction projects, promoting recycling and reducing reliance on natural aggregates.
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