Tests on a two layered ballast system

Peter A. Claisse, M. Keedwell, C. Calla

    Research output: Chapter in Book/Report/Conference proceedingChapter

    Abstract

    Considerable evidence suggests that, ballast is the main cause of uniform and non-uniform settlement of railway track, provided the subgrade is adequately specified. Over a period of time uneven settlement of the ballast will cause voids to form under the sleepers leading to unacceptable ride quality of track. Regular maintenance is required to keep track geometry within acceptable limits and to maintain ride quality of the track. The two layered ballast system proposes to replace the crib ballast by stone of smaller size. The aim is to fill the voids beneath the sleeper as soon as they become unacceptably large and to maintain ride quality of track without use of tamping or stone-blowing. Preliminary model tests have been carried out on the proposed system which indicate good potential for it. The results of the model tests have been validated by full scale tests in the laboratory. The tests have shown that by replacing crib ballast by stone of smaller size a void beneath the sleeper will be filled up to less than, the void size minus the average particle size of crib ballast. The system is self maintaining and keeps track vertical profile within tolerable limits without use of Stone blowing or Tamping machines. Full scale live track trials on the proposed system are planned for, later this year.
    Original languageEnglish
    Title of host publicationRailway Engineering 2003
    EditorsM.C. Forde
    Place of PublicationEdinburgh
    PublisherECS Publications
    ISBN (Print)0947644504
    Publication statusPublished - 2003

    Fingerprint

    Blow molding
    Particle size
    Geometry

    Bibliographical note

    The full text of this item is not available from the repository. See also the journal article which has full text attached. Paper presented at the Proceedings of the 6th International conference on Maintenance & Renewal of Permanent Way; Power & Signalling; Structures & Earthworks, held 30th April - 1st May 2003, London, UK.

    Keywords

    • ballast specifications
    • track quality
    • track maintenance

    Cite this

    Claisse, P. A., Keedwell, M., & Calla, C. (2003). Tests on a two layered ballast system. In M. C. Forde (Ed.), Railway Engineering 2003 Edinburgh: ECS Publications.

    Tests on a two layered ballast system. / Claisse, Peter A.; Keedwell, M.; Calla, C.

    Railway Engineering 2003. ed. / M.C. Forde. Edinburgh : ECS Publications, 2003.

    Research output: Chapter in Book/Report/Conference proceedingChapter

    Claisse, PA, Keedwell, M & Calla, C 2003, Tests on a two layered ballast system. in MC Forde (ed.), Railway Engineering 2003. ECS Publications, Edinburgh.
    Claisse PA, Keedwell M, Calla C. Tests on a two layered ballast system. In Forde MC, editor, Railway Engineering 2003. Edinburgh: ECS Publications. 2003
    Claisse, Peter A. ; Keedwell, M. ; Calla, C. / Tests on a two layered ballast system. Railway Engineering 2003. editor / M.C. Forde. Edinburgh : ECS Publications, 2003.
    @inbook{4d2fbe54f9f84d7bb177ce40217d23a0,
    title = "Tests on a two layered ballast system",
    abstract = "Considerable evidence suggests that, ballast is the main cause of uniform and non-uniform settlement of railway track, provided the subgrade is adequately specified. Over a period of time uneven settlement of the ballast will cause voids to form under the sleepers leading to unacceptable ride quality of track. Regular maintenance is required to keep track geometry within acceptable limits and to maintain ride quality of the track. The two layered ballast system proposes to replace the crib ballast by stone of smaller size. The aim is to fill the voids beneath the sleeper as soon as they become unacceptably large and to maintain ride quality of track without use of tamping or stone-blowing. Preliminary model tests have been carried out on the proposed system which indicate good potential for it. The results of the model tests have been validated by full scale tests in the laboratory. The tests have shown that by replacing crib ballast by stone of smaller size a void beneath the sleeper will be filled up to less than, the void size minus the average particle size of crib ballast. The system is self maintaining and keeps track vertical profile within tolerable limits without use of Stone blowing or Tamping machines. Full scale live track trials on the proposed system are planned for, later this year.",
    keywords = "ballast specifications, track quality, track maintenance",
    author = "Claisse, {Peter A.} and M. Keedwell and C. Calla",
    note = "The full text of this item is not available from the repository. See also the journal article which has full text attached. Paper presented at the Proceedings of the 6th International conference on Maintenance & Renewal of Permanent Way; Power & Signalling; Structures & Earthworks, held 30th April - 1st May 2003, London, UK.",
    year = "2003",
    language = "English",
    isbn = "0947644504",
    editor = "M.C. Forde",
    booktitle = "Railway Engineering 2003",
    publisher = "ECS Publications",

    }

    TY - CHAP

    T1 - Tests on a two layered ballast system

    AU - Claisse, Peter A.

    AU - Keedwell, M.

    AU - Calla, C.

    N1 - The full text of this item is not available from the repository. See also the journal article which has full text attached. Paper presented at the Proceedings of the 6th International conference on Maintenance & Renewal of Permanent Way; Power & Signalling; Structures & Earthworks, held 30th April - 1st May 2003, London, UK.

    PY - 2003

    Y1 - 2003

    N2 - Considerable evidence suggests that, ballast is the main cause of uniform and non-uniform settlement of railway track, provided the subgrade is adequately specified. Over a period of time uneven settlement of the ballast will cause voids to form under the sleepers leading to unacceptable ride quality of track. Regular maintenance is required to keep track geometry within acceptable limits and to maintain ride quality of the track. The two layered ballast system proposes to replace the crib ballast by stone of smaller size. The aim is to fill the voids beneath the sleeper as soon as they become unacceptably large and to maintain ride quality of track without use of tamping or stone-blowing. Preliminary model tests have been carried out on the proposed system which indicate good potential for it. The results of the model tests have been validated by full scale tests in the laboratory. The tests have shown that by replacing crib ballast by stone of smaller size a void beneath the sleeper will be filled up to less than, the void size minus the average particle size of crib ballast. The system is self maintaining and keeps track vertical profile within tolerable limits without use of Stone blowing or Tamping machines. Full scale live track trials on the proposed system are planned for, later this year.

    AB - Considerable evidence suggests that, ballast is the main cause of uniform and non-uniform settlement of railway track, provided the subgrade is adequately specified. Over a period of time uneven settlement of the ballast will cause voids to form under the sleepers leading to unacceptable ride quality of track. Regular maintenance is required to keep track geometry within acceptable limits and to maintain ride quality of the track. The two layered ballast system proposes to replace the crib ballast by stone of smaller size. The aim is to fill the voids beneath the sleeper as soon as they become unacceptably large and to maintain ride quality of track without use of tamping or stone-blowing. Preliminary model tests have been carried out on the proposed system which indicate good potential for it. The results of the model tests have been validated by full scale tests in the laboratory. The tests have shown that by replacing crib ballast by stone of smaller size a void beneath the sleeper will be filled up to less than, the void size minus the average particle size of crib ballast. The system is self maintaining and keeps track vertical profile within tolerable limits without use of Stone blowing or Tamping machines. Full scale live track trials on the proposed system are planned for, later this year.

    KW - ballast specifications

    KW - track quality

    KW - track maintenance

    M3 - Chapter

    SN - 0947644504

    BT - Railway Engineering 2003

    A2 - Forde, M.C.

    PB - ECS Publications

    CY - Edinburgh

    ER -