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- W24194922 abstract "Earthquakes cause permanent ground movements that develop soil forces against buried pipelines, thereby causing substantial axial and bending strains. In this study, the force-displacement behavior of buried pipe, subjected to movements consistent with earthquake-induced ground failure, is reported for diameters and depths typical of gas and water utility practice. Using a field-scale test facility, 102-mm-diameter and 324-mm-diameter pipes were displaced horizontally in medium and dense sand at depths ranging from two to 11.5 diameters. The measured forces show consistent trends as a function of sand density and depth-to-diameter ratio, and pipe torque measurements are shown to be small with respect to the strength of the pipe. Displacement fields are described for shallow and deep-seated pipe movements. Recommendations are made regarding appropriate theoretical models for predicting maximum horizontal force and for representing the force-displacement relationships." @default.
- W24194922 created "2016-06-24" @default.
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- W24194922 date "1983-01-01" @default.
- W24194922 modified "2023-09-23" @default.
- W24194922 title "Load-displacement characteristics of a buried pipe affected by permanent earthquake ground movements" @default.
- W24194922 hasPublicationYear "1983" @default.
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