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      폐어망 보강형식에 따른 폐타이어-저회 혼합토의 전단특성 비교 = Comparison of Shear Properties of Crumb Rubber-Bottom Ash Mixture Considering Reinforcement Types of Waste Fishing Net

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      https://www.riss.kr/link?id=A103985273

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      다국어 초록 (Multilingual Abstract)

      This paper investigates the shear properties of crumb rubber-bottom ash mixture reinforced by waste fishing net (WFN). Mixtures used in this experiment consist of crumb rubber and bottom ash (2mm~10mm) with the same weight ratio.
      In this study several series of direct shear tests were carried out on the five different specimens : unreinforced mixture, reinforced mixtures with 1 or 2 single-layered WFN, reinforced mixtures with 1 or 2 double-layered WFN. The experimental results indicated that the shear properties of reinforced crumb rubber-bottom ash mixture were strongly influenced by reinforcing layer of WFN. It was found that the shear strength and internal friction angle of the mixtures increased with an increase in reinforcing layer of WFN due to interlocking effect and friction between mixture and WFN.
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      This paper investigates the shear properties of crumb rubber-bottom ash mixture reinforced by waste fishing net (WFN). Mixtures used in this experiment consist of crumb rubber and bottom ash (2mm~10mm) with the same weight ratio. In this study sever...

      This paper investigates the shear properties of crumb rubber-bottom ash mixture reinforced by waste fishing net (WFN). Mixtures used in this experiment consist of crumb rubber and bottom ash (2mm~10mm) with the same weight ratio.
      In this study several series of direct shear tests were carried out on the five different specimens : unreinforced mixture, reinforced mixtures with 1 or 2 single-layered WFN, reinforced mixtures with 1 or 2 double-layered WFN. The experimental results indicated that the shear properties of reinforced crumb rubber-bottom ash mixture were strongly influenced by reinforcing layer of WFN. It was found that the shear strength and internal friction angle of the mixtures increased with an increase in reinforcing layer of WFN due to interlocking effect and friction between mixture and WFN.

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      참고문헌 (Reference)

      1 김윤태, "폐타이어 입경에 따른 폐타이어-저회 혼합토의 전단특성" 한국지반공학회 26 (26): 55-62, 2010

      2 김윤태, "폐타이어 분말을 이용한 혼합경량토의 역학적 특성 연구" 대한토목학회 28 (28): 247-253, 2008

      3 Zhang, M. X., "Triaxial tests of sand reinforced with 3D inclusions" 24 (24): 201-209, 2006

      4 Vidal, H., "The Principle of Reinforced Earth" 1969

      5 Kim, S. D., "Pyrolysis Reaction Mechanisms of PE, PP, NY of Major Components of Spent Fishing Ropes and Nets" 18 (18): 410-418, 2001

      6 Kim, Y. T., "Mechanical behavior of lightweight soil reinforced with waste fishing net" 26 : 512-518, 2008

      7 Kaniraj, S. R., "Geotechnical behavior of fly ash mixed with randomly oriented fiber inclusions" 21 (21): 123-149, 2003

      8 Long, P. V., "Geosynthetics reinforcement application for tsunami reconstruction;evaluation of interface parameters with silty sand and weatheredclay" 25 (25): 311-323, 2007

      9 Kim, D. A., "Fishing gear technology" Kyomoon publishing company 1985

      10 Zhang, M. X., "Experimental and theoretical investigation of strength of soilreinforced with multi-layer horizontal-vertical orthogonal elements" 26 (26): 1-13, 2008

      1 김윤태, "폐타이어 입경에 따른 폐타이어-저회 혼합토의 전단특성" 한국지반공학회 26 (26): 55-62, 2010

      2 김윤태, "폐타이어 분말을 이용한 혼합경량토의 역학적 특성 연구" 대한토목학회 28 (28): 247-253, 2008

      3 Zhang, M. X., "Triaxial tests of sand reinforced with 3D inclusions" 24 (24): 201-209, 2006

      4 Vidal, H., "The Principle of Reinforced Earth" 1969

      5 Kim, S. D., "Pyrolysis Reaction Mechanisms of PE, PP, NY of Major Components of Spent Fishing Ropes and Nets" 18 (18): 410-418, 2001

      6 Kim, Y. T., "Mechanical behavior of lightweight soil reinforced with waste fishing net" 26 : 512-518, 2008

      7 Kaniraj, S. R., "Geotechnical behavior of fly ash mixed with randomly oriented fiber inclusions" 21 (21): 123-149, 2003

      8 Long, P. V., "Geosynthetics reinforcement application for tsunami reconstruction;evaluation of interface parameters with silty sand and weatheredclay" 25 (25): 311-323, 2007

      9 Kim, D. A., "Fishing gear technology" Kyomoon publishing company 1985

      10 Zhang, M. X., "Experimental and theoretical investigation of strength of soilreinforced with multi-layer horizontal-vertical orthogonal elements" 26 (26): 1-13, 2008

      11 Park, T., "Enhanced performance of reinforced soil walls by the inclusion of short fiber" 23 (23): 348-361, 2005

      12 Korea Institute of Construction Technology, "Engineering Properties of Various Geogrid Types and Their Field Applications"

      13 Kim, Y. T., "Engineering Characteristics of Rubber-added Lightweight Soil as a Flowable Backfill Material" ASCE 23 (23): 1289-1294, 2011

      14 Prabakar, J., "Effect of random inclusion of sisal fibre on strength behavior of soil" 16 : 123-131, 2002

      15 Sawwaf, M. A. E., "Behavior of strip footing on geogridreinforced sand over a soft clay slope" 25 (25): 50-60, 2007

      16 Yetimoglu, T., "A study on shear strength of sands reinforced with randomly distributed discrete fibers" 21 : 103-110, 2003

      17 Yetimoglu, T., "A study on bearing capacity of randomly distributed fiber-reinforced sand fills overlying soft clay" 23 (23): 174-183, 2005

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2026 평가예정 재인증평가 신청대상 (재인증)
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      2013-01-01 평가 등재 1차 FAIL (등재유지) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2004-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2001-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1998-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.31 0.31 0.28
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.29 0.28 0.564 0.12
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