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Engineering Properties of Basalt Fiber-Reinforced Bottom Ash Cement Paste Composites
Mohamad Hanafi1, Ertug Aydin1, Abdullah Ekinci2
1Department of Civil Engineering, European University of Lefke, North Cyprus, Mersin 10, Turkey.
This study explores using bottom ash and basalt fiber as sustainable binders in cement paste. Optimal results were achieved with 0.3% basalt fiber, enhancing physical, mechanical, and durability properties for eco-friendly concrete.
Area of Science:
- Materials Science
- Civil Engineering
- Sustainable Construction
Background:
- Growing demand for sustainable resources in construction due to natural resource depletion.
- Previous research indicates bottom ash and basalt fiber as potential independent alternative binders in concrete.
Purpose of the Study:
- To investigate the combined use of bottom ash and basalt fiber as novel composite binders in cement paste.
- To evaluate the impact of varying bottom ash percentages and basalt fiber volume fractions on composite properties.
Main Methods:
- Preparation of cement paste composites with 40-50% bottom ash and 0.3-1.5% basalt fiber.
- Assessment of physical properties (flowability, density, porosity, water absorption) at 7, 28, and 56 days.
- Evaluation of mechanical properties (compressive and flexural strength) and durability (sulfate and seawater resistance).
Main Results:
- Addition of basalt fiber improved physical, mechanical, and chemical stability up to 0.3% volume fraction.
- Higher basalt fiber content (>0.3%) led to adverse effects on composite properties.
- Bottom ash and basalt fiber blends show potential as alternative binders.
Conclusions:
- The optimal blend of bottom ash and basalt fiber (up to 0.3% basalt fiber) can enhance cement paste properties.
- This research contributes to developing sustainable strategies in the concrete industry by utilizing industrial byproducts.
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