RISS 학술연구정보서비스

검색
다국어 입력

http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.

변환된 중국어를 복사하여 사용하시면 됩니다.

예시)
  • 中文 을 입력하시려면 zhongwen을 입력하시고 space를누르시면됩니다.
  • 北京 을 입력하시려면 beijing을 입력하시고 space를 누르시면 됩니다.
닫기
    인기검색어 순위 펼치기

    RISS 인기검색어

      KCI등재

      재생혼합토(Tire Shred-Sandy Soil Mixture)로 조성된 도로성토구조물의 장기성능

      한글로보기

      https://www.riss.kr/link?id=A79569913

      • 0

        상세조회
      • 0

        다운로드
      서지정보 열기
      • 내보내기
      • 내책장담기
      • 공유하기
      • 오류접수

      부가정보

      국문 초록 (Abstract)

      본 논문에서는 폐타이어 활용 재생혼합토(Tire Shred-Sandy Soil Mixture)로 조성된 도로성토구조물의 장기성능을 평가하고자 현장계측 및 현장시험을 수행하였다. 최대 크기 76㎜의 폐타이어와 사...

      본 논문에서는 폐타이어 활용 재생혼합토(Tire Shred-Sandy Soil Mixture)로 조성된 도로성토구조물의 장기성능을 평가하고자 현장계측 및 현장시험을 수행하였다. 최대 크기 76㎜의 폐타이어와 사질토를 50 : 50의 체적비로 혼합한 재생혼합토 성토구조물은 도로개통 후 침하, 변형, 온도측면에서 장기적으로 안정된 모습을 보였으며, 특히 FWD 시험결과, 기존 성토재료로 조성된 성토구간의 지지성능과 동등한 수준으로 설계수명을 만족하였다.

      더보기

      다국어 초록 (Multilingual Abstract)

      In this paper, the long-term performance of highway embankment using tire shred-sandy soil mixture as a lightweight fill material was evaluated through the field monitoring and field test programs. A tire shred-sandy soil embankment was constructed to...

      In this paper, the long-term performance of highway embankment using tire shred-sandy soil mixture as a lightweight fill material was evaluated through the field monitoring and field test programs. A tire shred-sandy soil embankment was constructed to support a four-lane highway in Indiana, which was built with a 50 : 50 volumetric ratio of tire shreds (maximum particle dimension of 76 ㎜) and sandy soil (SP, USCS). After opening of the road for traffic, no noticeable differential settlement and lateral deformation were observed, and no adverse environmental impact on temperature was detected as a result of the construction of the tire shred-sandy soil embankment. Moreover, FWD test results showed that tire shred-sandy soil mixture provides bearing capacity comparable to that of conventional fill and meets the criterion for a design life of 20 years.

      더보기

      목차 (Table of Contents)

      • ABSTRACT
      • 요지
      • 1. 서론
      • 2. 재생혼합토 성토구조물 시공
      • 3. 현장계측
      • ABSTRACT
      • 요지
      • 1. 서론
      • 2. 재생혼합토 성토구조물 시공
      • 3. 현장계측
      • 4. 현장시험
      • 5. 결론
      • 감사의 글
      • 참고문헌
      더보기

      참고문헌 (Reference)

      1 대한타이어공업협회(KOTMA), "폐타이어 연도별 재활용 현황"

      2 한국도로공사, "고속도로공사 전문시방서(토목편)" 한국도로교통협회 3-1-3-42, 2005

      3 Engstrom, G.M., "Using Shredded Waste Tires as a Lightweight Fill Material for Road Subgrades" Minnesota Department of Transportation 1-24, 1994

      4 Turner-Fairbank Highway Research Center (TFHRC), "User Guidelines for Waste and Byproduct Materials in Pavement Construction, FHWA-RD-97-148, Federal Highway Administration"

      5 Wappett, H.L. and Zornberg, J.G, "Thermal Response of a Tire Shred-Soil Embankment"

      6 Simm J.D., "Sustainable Re-use of Tyres in Port, Coastal and River Engineering: Guidance for Planning, Implementation and Maintenance" HR Wallingford Ltd. 97-110, 2005

      7 American Society for Testing and Materials (ASTM), "Standard Practice for Use of Scrap Tires in Civil Engineering Application, Designation: D 6270-98" ASTM 1-20, 2004

      8 Ahmed, I., "Rubber Soils as Lightweight Geomaterials" Transportation Research Board, National Research Council 61-70, 1993

      9 Zornberg, J.G., "Performance of Prototype Embankment built with Tire Shreds and Nongranular Soil" (1874) : 70-77, 2004a

      10 Ahmed, I, "Laboratory Study on Properties of Rubber- Soils" Purdue University 1993

      1 대한타이어공업협회(KOTMA), "폐타이어 연도별 재활용 현황"

      2 한국도로공사, "고속도로공사 전문시방서(토목편)" 한국도로교통협회 3-1-3-42, 2005

      3 Engstrom, G.M., "Using Shredded Waste Tires as a Lightweight Fill Material for Road Subgrades" Minnesota Department of Transportation 1-24, 1994

      4 Turner-Fairbank Highway Research Center (TFHRC), "User Guidelines for Waste and Byproduct Materials in Pavement Construction, FHWA-RD-97-148, Federal Highway Administration"

      5 Wappett, H.L. and Zornberg, J.G, "Thermal Response of a Tire Shred-Soil Embankment"

      6 Simm J.D., "Sustainable Re-use of Tyres in Port, Coastal and River Engineering: Guidance for Planning, Implementation and Maintenance" HR Wallingford Ltd. 97-110, 2005

      7 American Society for Testing and Materials (ASTM), "Standard Practice for Use of Scrap Tires in Civil Engineering Application, Designation: D 6270-98" ASTM 1-20, 2004

      8 Ahmed, I., "Rubber Soils as Lightweight Geomaterials" Transportation Research Board, National Research Council 61-70, 1993

      9 Zornberg, J.G., "Performance of Prototype Embankment built with Tire Shreds and Nongranular Soil" (1874) : 70-77, 2004a

      10 Ahmed, I, "Laboratory Study on Properties of Rubber- Soils" Purdue University 1993

      11 FHWA-LTPP, "LTPP Manual for Falling Weight Deflectometer Measurements Operational Field Guidelines" FHWA 3-23, 2000

      12 Humphrey, D.N., "Investigation of Exothermic Reaction in Tire Shred Fill located on SR 100 in Ilwaco, Washington, Consulting Report to FHWA" Department of Transportation 31-38, 1996

      13 "Indiana Administrative Code 329 (1996), Solid Waste Management Board, Indiana Department of Environmental Management"

      14 Hoppe, E.J., "Field Study of a Shredded- Tire Embankment in Virginia" Virginia Transportation Research Council 1-19, 2004

      15 Read, J., "Experimental Project: Use of Shredded Tires for Lightweight Fill, FHWA Experimental Project No. 1, DTFH-71-90-501-OR-11, Post-Construction Report" 1-15, 1991

      16 Baker, T.E., "Evaluation of the Use of Scrap Tires in Transportation Related Applications in the State of Washington, Report to the Legislature as Required by SHB 2308" Environmental and Engineering Programs Division, Washington State Department of Transportation 1-14, 2003

      17 Masad, E., "Engineering Properties of Tire/Soil Mixtures as a Lightweight Fill Material" 19 (19): 297-304, 1996

      18 Edil, T.B., "Engineering Properties of Tire Chips and Soil Mixtures" ASTM 17 (17): 453-464, 1994

      19 Wolfe, S.L., "Development of Tire Shred Underlayment to Reduce Groundborne Vibration from LRT Track, Geotechnical Engineering for Transportation Projects (GSP No. 126)" 750-759, 2004

      20 Edil, T.B, "Development of Engineering Criteria for Shredded Waste Tires in Highway Applications" University of Wisconsin-Madison, Wisconsin Department of Transportation, Wisconsin Department of Natural Resources 1-60, 1992

      21 Drescher, A., "Development of Design Guidelines for Use of Shredded Tires as a Lightweight Fill in Road Subgrade and Retaining Walls" University of Minnesota, Minnesota Department of Transportation 45-116, 1994

      22 Bosscher, P.J., "Design of Highway Embankments using Tire Chips" ASCE 123 (123): 295-304, 1997

      23 Yoon, S., "Construction of a Test Embankment using a Sand-Tire Shred Mixture as Fill Material" 26 (26): 1033-1044, 2006

      24 Bosscher, P.J., "Construction and Performance of a Shredded Waste Tire Test Embankment, Transportation Research Record 1345" Transportation Research Board, National Research Council 44-52, 1992

      25 Zornberg, J.G., "Behaviour of Tire Shred–Sand Mixtures" 41 (41): 227-241, 2004b

      26 American Association of State Highway, "AASHTO Guide for Design of Pavement Structures" AASHTO D-1-D-28, 1993

      더보기

      동일학술지(권/호) 다른 논문

      동일학술지 더보기

      더보기

      분석정보

      View

      상세정보조회

      0

      Usage

      원문다운로드

      0

      대출신청

      0

      복사신청

      0

      EDDS신청

      0

      동일 주제 내 활용도 TOP

      더보기

      주제

      연도별 연구동향

      연도별 활용동향

      연관논문

      연구자 네트워크맵

      공동연구자 (7)

      유사연구자 (20) 활용도상위20명

      인용정보 인용지수 설명보기

      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2026 평가예정 재인증평가 신청대상 (재인증)
      2020-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2017-01-01 평가 등재학술지 유지 (계속평가) KCI등재
      2013-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2006-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2004-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
      더보기

      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.26 0.26 0.23
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.2 0.19 0.46 0.03
      더보기

      이 자료와 함께 이용한 RISS 자료

      나만을 위한 추천자료

      해외이동버튼