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Volumn 37, Issue 5, 2000, Pages 1099-1108

Performance of large-diameter honeycomb-design HDPE pipe under a highway embankment

Author keywords

Deep burial; Field performance; Finite element; Highway embankment; Plastic pipe

Indexed keywords

EMBANKMENTS; FINITE ELEMENT METHOD; HIGH DENSITY POLYETHYLENES; HONEYCOMB STRUCTURES; PERFORMANCE; STRAIN GAGES; TRANSDUCERS;

EID: 0034290502     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t00-034     Document Type: Article
Times cited : (10)

References (11)
  • 1
    • 85037495012 scopus 로고
    • Standard test method for external loading properties of plastic pipe by parallel-plate loading (D-2412)
    • Vol. 08.04. American Society for Testing and Materials, Philadelphia, Pa.
    • ASTM. 1986. Standard test method for external loading properties of plastic pipe by parallel-plate loading (D-2412). In 1986 Annual Book of ASTM Standards, Vol. 08.04. American Society for Testing and Materials, Philadelphia, Pa.
    • (1986) 1986 Annual Book of ASTM Standards
  • 2
    • 0003258685 scopus 로고
    • Attenuation of stresses for buried cylinders
    • Engineering Research Laboratory, University of Arizona, Tucson
    • Burns, J.Q., and Richard, R.M. 1964. Attenuation of stresses for buried cylinders. In Proceedings of the Symposium on Soil-Structure Interaction, Engineering Research Laboratory, University of Arizona, Tucson, pp. 378-392.
    • (1964) Proceedings of the Symposium on Soil-Structure Interaction , pp. 378-392
    • Burns, J.Q.1    Richard, R.M.2
  • 5
    • 0002288140 scopus 로고
    • Analysis of the performance of a buried high density polyethylene pipe
    • Columbus, Ohio. Sponsored by Ohio University and Ohio Department of Transportation. Edited by S.M. Sargand, G.F. Mitchell, and J.O. Hurd, A.A. Balkema, Rotterdam. The Netherlands
    • Hashash, N., and Selig, E.T. 1990. Analysis of the performance of a buried high density polyethylene pipe. In Proceedings of the 1st National Conference on Flexible Pipes, Columbus, Ohio. Sponsored by Ohio University and Ohio Department of Transportation. Edited by S.M. Sargand, G.F. Mitchell, and J.O. Hurd, A.A. Balkema, Rotterdam. The Netherlands, pp. 95-103.
    • (1990) Proceedings of the 1st National Conference on Flexible Pipes , pp. 95-103
    • Hashash, N.1    Selig, E.T.2
  • 7
    • 0343729578 scopus 로고
    • The structural performance of buried 48 inch diameter -12® HC polyethylene pipes
    • Advanced Drainage Systems, Inc., Columbus, Ohio
    • Moser, A.P. 1994. The structural performance of buried 48 inch diameter -12® HC polyethylene pipes. Technical Report 4.104, Advanced Drainage Systems, Inc., Columbus, Ohio.
    • (1994) Technical Report 4.104
    • Moser, A.P.1
  • 8
    • 0003484440 scopus 로고
    • FHWA-RD-89-169. Final Report for the U.S. Federal Highway Administration, McLean, Va.
    • Musser, S.C. (Chief Editor). 1989. CANDE-89 user manual. FHWA-RD-89-169. Final Report for the U.S. Federal Highway Administration, McLean, Va.
    • (1989) CANDE-89 User Manual
    • Musser, S.C.1
  • 9
    • 85037507836 scopus 로고    scopus 로고
    • Plastic Pipe Institute. 1993. Catalog Number D-0345. Plastic Pipe Institute, Richardson, Texas
    • Plastic Pipe Institute. 1993. Catalog Number D-0345. Plastic Pipe Institute, Richardson, Texas.
  • 10
    • 0342859014 scopus 로고
    • Effect of heavy loads on buried corrugated polyethylene pipe
    • Advanced Drainage Systems, Inc., Columbus, Ohio
    • Watkins, R.K., and Reeve, R.D. 1982. Effect of heavy loads on buried corrugated polyethylene pipe. Technical Report. Advanced Drainage Systems, Inc., Columbus, Ohio.
    • (1982) Technical Report
    • Watkins, R.K.1    Reeve, R.D.2
  • 11
    • 0002941865 scopus 로고
    • The corrugated metal conduit as a compression ring
    • Highway Research Board
    • White, H.L., and Layerm J.P. 1960. The corrugated metal conduit as a compression ring. Highway Research Board, Proceedings of the Annual Meeting, 39: 389-397.
    • (1960) Proceedings of the Annual Meeting , vol.39 , pp. 389-397
    • White, H.L.1    Layerm, J.P.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.