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...
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https://www.riss.kr/link?id=A79569913
2009
Korean
Tire shred ; Highway embankment ; Long-term performance ; Field monitoring ; FWD test ; 폐타이어 ; 도로성토구조물 ; 장기성능 ; 현장계측 ; FWD 시험
KCI등재
학술저널
41-47(7쪽)
0
0
상세조회0
다운로드국문 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.
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.
목차 (Table of Contents)
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
초고온 호기성 퇴비화 공정의 복합 악취 및 악취 물질 평가
준설용 커터헤드 운영방식에 따른 준설효율 향상특성 분석
Levenberg-Marquardt 알고리즘의 지반공학 적용성 평가
학술지 이력
연월일 | 이력구분 | 이력상세 | 등재구분 |
---|---|---|---|
2026 | 평가예정 | 재인증평가 신청대상 (재인증) | |
2020-01-01 | 평가 | 등재학술지 유지 (재인증) | |
2017-01-01 | 평가 | 등재학술지 유지 (계속평가) | |
2013-01-01 | 평가 | 등재학술지 유지 (등재유지) | |
2010-01-01 | 평가 | 등재학술지 유지 (등재유지) | |
2007-01-01 | 평가 | 등재학술지 선정 (등재후보2차) | |
2006-01-01 | 평가 | 등재후보 1차 PASS (등재후보1차) | |
2004-01-01 | 평가 | 등재후보학술지 선정 (신규평가) |
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 |