Proposed design method is based on assumption that pipe is primarily liner and that basic structural element is soil, which when compacted properly into place can provide structural requirements of passageway; quantitative methods are presented for predicting amount of ring deflection of buried pipe, and pressure concentrations of soil-conduit interface; methods of relieving pressure concentrations by placing compressible blanket adjacent to conduit are discussed. (see also ASCE -- Proc (J Pipeline Div) v 93 n PL3 Nov 1967 paper 5586 p 45-57)


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    Title :

    Pipeline economy through design of backfill


    Additional title:

    ASCE Transportation Eng Conference -- Preprints


    Contributors:

    Conference:

    ASCE Transportation Engineering Conference ; 1966 Design



    Publication date :

    1966


    Size :

    27 pages


    Type of media :

    Conference paper


    Type of material :

    Print


    Language :

    English


    Keywords :


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