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Orthogonal Experimental Study on Concrete Properties of Machine-Made Tuff Sand.
Dunwen Liu1, Wanmao Zhang1, Yu Tang1
1School of Resources and Safety Engineering, Central South University, Changsha 410083, China.
Materials (Basel, Switzerland)
|May 28, 2022
Summary
Machine-made sand is crucial for sustainable concrete. Optimal mix ratios for tuff sand concrete were identified, showing similar performance to natural sand concrete, guiding quality control.
Area of Science:
- Materials Science
- Civil Engineering
- Sustainable Construction
Background:
- Natural sand scarcity necessitates alternatives for the concrete industry.
- Machine-made sand offers a sustainable solution for concrete production.
- Investigating the performance of machine-made sand is vital for its adoption.
Purpose of the Study:
- To determine the optimal mix ratio for machine-made tuff sand concrete.
- To analyze the factors influencing the mechanical and working properties of this concrete.
- To compare the performance of machine-made tuff sand concrete with other fine aggregates.
Main Methods:
- Orthogonal experimental design was employed to optimize concrete mix ratios.
- Grey correlation analysis was used to identify key factors affecting concrete properties.
- Working performance and mechanical properties were experimentally verified.
Main Results:
- The sand rate significantly impacts slump and slump expansion.
- Mineral admixture is critical for 7-day compressive strength; water-cement ratio for 28-day strength.
- Optimal mix: 20% mineral admixture, 46% sand rate, 10% stone powder, 0.30 water-cement ratio.
- Machine-made tuff sand concrete exhibits comparable properties to limestone and river sand concrete.
Conclusions:
- Machine-made tuff sand concrete offers a viable and sustainable alternative to natural sand.
- Specific mix proportions are identified for optimal mechanical and working performance.
- Understanding factor influence aids in quality control for machine-made sand concrete.
- Stone powder content has minimal impact on compressive strength within a certain range.