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)
Pipeline economy through design of backfill
ASCE Transportation Eng Conference -- Preprints
ASCE Transportation Engineering Conference ; 1966 Design
1966
27 pages
Conference paper
English
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Pipeline economy through design of backfill
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