메뉴 건너뛰기




Volumn 41, Issue 2, 2004, Pages 227-241

Behaviour of tire shred - Sand mixtures

Author keywords

Reinforcement; Shear strength; Stress strain behaviour; Tire shreds; Triaxial testing

Indexed keywords

ENVIRONMENTAL IMPACT; SAND; SHEAR STRENGTH; STRAIN; TIRES;

EID: 3042633970     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t03-086     Document Type: Article
Times cited : (364)

References (31)
  • 1
    • 0008748406 scopus 로고
    • Ph.D. thesis, School of Civil Engineering, Purdue University, West Lafayette, Ind
    • Ahmed, I. 1993. Laboratory study on properties of rubber-soils. Ph.D. thesis, School of Civil Engineering, Purdue University, West Lafayette, Ind.
    • (1993) Laboratory Study on Properties of Rubber-Soils
    • Ahmed, I.1
  • 3
    • 33845419240 scopus 로고
    • Standard test method for specific gravity and absorption of coarse aggregate (C127-88)
    • ASTM. ASTM International, West Conshohocken, Pa
    • ASTM. 1993. Standard test method for specific gravity and absorption of coarse aggregate (C127-88). In 1993 Annual Book of ASTM Standards. ASTM International, West Conshohocken, Pa.
    • (1993) 1993 Annual Book of ASTM Standards
  • 4
    • 0003810740 scopus 로고
    • Standard test method for unconsolidated undrained triaxial compression test for cohesive soils (D4767-95)
    • ASTM. ASTM International, West Conshohocken, Pa
    • ASTM. 1995. Standard test method for unconsolidated undrained triaxial compression test for cohesive soils (D4767-95). In 1995 Annual Book of ASTM Standards. ASTM International, West Conshohocken, Pa.
    • (1995) 1995 Annual Book of ASTM Standards
  • 6
    • 0028669346 scopus 로고
    • Reinforcing sand with strips of reclaimed high-density polyethylene
    • ASCE
    • Benson, C.H., and Khire, M.V. 1994. Reinforcing sand with strips of reclaimed high-density polyethylene. Journal of Geotechnical Engineering, ASCE, 120(5): 838-855.
    • (1994) Journal of Geotechnical Engineering , vol.120 , Issue.5 , pp. 838-855
    • Benson, C.H.1    Khire, M.V.2
  • 8
    • 0029333847 scopus 로고
    • Use of alternative materials in pavement frost protection: Material characteristics and performance modeling
    • Transportation Research Board, Washington, D.C
    • Doré, G., Konrad, J.M., Roy, M., and Rioux, N. 1995. Use of alternative materials in pavement frost protection: Material characteristics and performance modeling. Transportation Research Record 1481, Transportation Research Board, Washington, D.C. pp. 63-74.
    • (1995) Transportation Research Record 1481 , pp. 63-74
    • Doré, G.1    Konrad, J.M.2    Roy, M.3    Rioux, N.4
  • 9
    • 0001403484 scopus 로고
    • Engineering properties of tire chips and soil mixtures
    • Edil, T.B., and Bosscher, P.J. 1994. Engineering properties of tire chips and soil mixtures. ASTM Geotechnical Testing Journal, 17(4): 453-464.
    • (1994) ASTM Geotechnical Testing Journal , vol.17 , Issue.4 , pp. 453-464
    • Edil, T.B.1    Bosscher, P.J.2
  • 12
    • 3042561965 scopus 로고    scopus 로고
    • Field performance and mitigation of shredded tire embankment
    • Transportation Research Board, Washington, D.C
    • Gacke, S., Lee, M., and Boyd, N. 1997. Field performance and mitigation of shredded tire embankment. Transportation Research Record 1577, Transportation Research Board, Washington, D.C. pp. 81-89.
    • (1997) Transportation Research Record 1577 , pp. 81-89
    • Gacke, S.1    Lee, M.2    Boyd, N.3
  • 13
    • 0034067733 scopus 로고    scopus 로고
    • Tire-reinforced earthfill. Part 1: Construction of a test fill, performance, and retaining wall design
    • Garga, V.K., and O'Shaughnessy, V. 2000. Tire-reinforced earthfill. Part 1: Construction of a test fill, performance, and retaining wall design. Canadian Geotechnical Journal, 37: 75-96.
    • (2000) Canadian Geotechnical Journal , vol.37 , pp. 75-96
    • Garga, V.K.1    O'Shaughnessy, V.2
  • 14
    • 3042662480 scopus 로고    scopus 로고
    • GeoSyntec Consultants, Inc. Report to the California Integrated Waste Management Board. Project WL0048-11
    • GeoSyntec Consultants, Inc. 1997a. Technical considerations for waste tire monofills. Report to the California Integrated Waste Management Board. Project WL0048-11.
    • (1997) Technical Considerations for Waste Tire Monofills
  • 15
    • 3042561964 scopus 로고    scopus 로고
    • GeoSyntec Consultants, Inc. Report to the California Integrated Waste Management Board
    • GeoSyntec Consultants, Inc. 1997b. Use of tire shreds in landfills. Report to the California Integrated Waste Management Board.
    • (1997) Use of Tire Shreds in Landfills
  • 16
    • 0022766444 scopus 로고
    • Behavior of fabric versus fiber-reinforced sand
    • ASCE
    • Gray, D.H., and Al-Refeai, T. 1986. Behavior of fabric versus fiber-reinforced sand. Journal of Geotechnical Engineering, ASCE, 112(8): 804-820.
    • (1986) Journal of Geotechnical Engineering , vol.112 , Issue.8 , pp. 804-820
    • Gray, D.H.1    Al-Refeai, T.2
  • 17
    • 0020718849 scopus 로고
    • Mechanics of fiber-reinforcement in sand
    • ASCE
    • Gray, D.H., and Ohashi, H. 1983. Mechanics of fiber-reinforcement in sand. Journal of Geotechnical Engineering, ASCE, 109(3): 335-353.
    • (1983) Journal of Geotechnical Engineering , vol.109 , Issue.3 , pp. 335-353
    • Gray, D.H.1    Ohashi, H.2
  • 18
    • 3042519373 scopus 로고
    • Report FHWA/VA-94-IR1, Virginia Department of Transportation, Richmond, Va. (Also Transportation Research Record 1619.)
    • Hoppe, E.J. 1994. Field study of shredded-tire embankment. Report FHWA/VA-94-IR1, Virginia Department of Transportation, Richmond, Va. (Also Transportation Research Record 1619.)
    • (1994) Field Study of Shredded-Tire Embankment
    • Hoppe, E.J.1
  • 21
    • 0026624009 scopus 로고
    • Properties of tire chips for lightweight fill
    • New Orleans, La. Edited by.R.H. Borden, R.D. Holtz, and I. Juran. Geotechnical Special Publication 30, American Society of Civil Engineers, New York
    • Humphrey, D.N., and Manion, W.P. 1992. Properties of tire chips for lightweight fill. In Grouting, Soil Improvement and Geosynthetics: Proceedings of the Conference, New Orleans, La. Vol. 2. Edited by.R.H. Borden, R.D. Holtz, and I. Juran. Geotechnical Special Publication 30, American Society of Civil Engineers, New York. pp. 1344-1355.
    • (1992) Grouting, Soil Improvement and Geosynthetics: Proceedings of the Conference , vol.2 , pp. 1344-1355
    • Humphrey, D.N.1    Manion, W.P.2
  • 22
    • 0002640830 scopus 로고
    • Shear strength and compressibility of tire chips for use as retaining wall backfill
    • Transportation Research Board, Washington, D.C
    • Humphrey, D.N., Sandford, T., Cribbs, M., and Manion, W. 1993. Shear strength and compressibility of tire chips for use as retaining wall backfill. Transportation Research Record 1422, Transportation Research Board, Washington, D.C. pp. 29-35.
    • (1993) Transportation Research Record 1422 , pp. 29-35
    • Humphrey, D.N.1    Sandford, T.2    Cribbs, M.3    Manion, W.4
  • 23
    • 0032471392 scopus 로고    scopus 로고
    • Tire shreds as lightweight fill for embankments and retaining walls
    • Boston, Mass., 18-21 Oct. 1998. Edited by C. Vipulanandan and D.J. Elton. Geotechnical Special Publication 79, American Society of Civil Engineers, New York
    • Humphrey, D.N., Whetten, N., Weaver, J., Recker, K., and Cosgrove, T.A. 1998. Tire shreds as lightweight fill for embankments and retaining walls. In Recycled Materials in Geotechnical Applications: Proceedings of Sessions of Geo-Congress 98, Boston, Mass., 18-21 Oct. 1998. Edited by C. Vipulanandan and D.J. Elton. Geotechnical Special Publication 79, American Society of Civil Engineers, New York. pp. 51-65.
    • (1998) Recycled Materials in Geotechnical Applications: Proceedings of Sessions of Geo-Congress 98 , pp. 51-65
    • Humphrey, D.N.1    Whetten, N.2    Weaver, J.3    Recker, K.4    Cosgrove, T.A.5
  • 25
    • 0034065547 scopus 로고    scopus 로고
    • Tire-reinforced earthfill. Part 2: Pull-out behaviour and reinforced slope design
    • O'Shaughnessy, V., and Garga, V.K. 2000a. Tire-reinforced earthfill. Part 2: Pull-out behaviour and reinforced slope design. Canadian Geotechnical Journal, 37: 97-116.
    • (2000) Canadian Geotechnical Journal , vol.37 , pp. 97-116
    • O'Shaughnessy, V.1    Garga, V.K.2
  • 26
    • 0034021125 scopus 로고    scopus 로고
    • Tire-reinforced earthfill. Part 3: Environmental assessment
    • O'Shaughnessy, V., and Garga, V.K. 2000b. Tire-reinforced earthfill. Part 3: Environmental assessment. Canadian Geotechnical Journal, 37: 117-131.
    • (2000) Canadian Geotechnical Journal , vol.37 , pp. 117-131
    • O'Shaughnessy, V.1    Garga, V.K.2
  • 29
    • 0036802929 scopus 로고    scopus 로고
    • Discrete framework for limit equilibrium analysis of fibre-reinforced soil
    • Zornberg, J.G. 2002. Discrete framework for limit equilibrium analysis of fibre-reinforced soil. Géotechnique, 52(8): 593-604.
    • (2002) Géotechnique , vol.52 , Issue.8 , pp. 593-604
    • Zornberg, J.G.1
  • 30
    • 3042612008 scopus 로고    scopus 로고
    • Shear strength of tire shred - Sand mixtures
    • University of Colorado at Boulder, Boulder, Colo
    • Zomberg, J.G., and Viratjandr, C. 2001. Shear strength of tire shred - sand mixtures. Geotechnical Research Report, University of Colorado at Boulder, Boulder, Colo.
    • (2001) Geotechnical Research Report
    • Zomberg, J.G.1    Viratjandr, C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.