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 Transportation Eng Conference -- Preprint 410 Oct 17-21 1966 27 p)
Pipeline economy through design of backfill
ASCE -- Proc (J Pipeline Div)
1967 Design
1967
13 pages
Conference paper
English
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Pipeline economy through design of backfill
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