한국농공학회논문집 (Journal of The Korean Society of Agricultural Engineers)

  • 제52권4호
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  • Pages.73-81
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  • 2010
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  • 1738-3692(pISSN)
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  • 2093-7709(eISSN)
한국농공학회 (The Korean Society of Agricultural Engineers)
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폴리프로필렌 섬유 보강 CSG 재료의 다짐 및 압축강도 특성

The Compaction and Compressive Strength Properties of CSG Material Reinforced Polypropylene Fiber

  • 김영익 (충남대학교 지역환경토목학과) ;
  • 연규석 (충남대학교 지역환경토목학과) ;
  • 김용성 (강원대학교 지역건설공학과)
  • 투고 : 2010.07.05
  • 심사 : 2010.07.19
  • 발행 : 2010.07.31
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초록

The cemented sand and gravel (CSG) method is a construction technique that adds cement and water to rock-like materials, such as rivered gravel or excavation muck which can be obtained easily at areas adjacent to dam sites. This study was performed to evaluate the compaction and compressive strength properties of stress-strain, elastic modulus and fracture mode CSG materials reinforced polypropylene fiber. Polypropylene fiber widely used for concrete reinforcement is randomly distributed into cemented sand. The two types of polypropylene fiber (monofillament and fibrillated fiber) were used and fiber fraction ratio was 0, 0.2 %, 0.4 %, 0.6 % and 0.8 % by the weight of total dry soil. The effect of fiber fraction ratio and fiber shape on compaction and compressive strength were investigated. The optimum moisture contents (OMC) of CSG material increased as fiber fraction increased and the dry density of CSG material decreased as fiber fraction. Also, the maximum increase in compressive strength was obtained at 0.4 % content of monofillament and fibrillated fiber. CSG material behaviour was controlled not only by fiber fraction but also fiber distribution, fiber shape and fiber type.

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참고문헌

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피인용 문헌

  1. A Study on the Engineering Characteristics of PVA (Polyvinyl Alcohol) Fiber-Cement-Soil Mixtures vol.53, pp.2, 2011, https://doi.org/10.5389/KSAE.2011.53.2.035
  2. Mechanical Properties of Granite Soil Concrete with Polypropylene Fiber vol.55, pp.1, 2013, https://doi.org/10.5389/KSAE.2013.55.1.001
  3. Mechanical Properties of Polypropylene Fiber mixed in Concrete and Granite Soil Concrete vol.46, pp.6, 2018, https://doi.org/10.9715/KILA.2018.46.6.120