SFRC slab track specimen was fabricated and tested under flexure according to BS-EN-13230. The track is reinforced only with steel fibers. Reinforced volume ratio was 0.6%Vol. In results, slab track was found to satisfy the required capacity even though there was no ordinary steel rebar.

Abstract
 1. 서 론
 2. 시험체
 3. 실험결과 및 고찰
 4. 결론 및 고찰

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