Full-scale laboratory testing of a buried pipeline in sand subjected to cyclic axial displacements
This paper describes a full-scale laboratory study of the axial sliding behaviour of a trenched pipeline surrounded by sand backfill. Cyclic axial displacements are applied to a heavy pipe buried in a narrow trench (less than three pipe diameters wide), using various backfill cover depths and two di...
| Main Authors: | , , , , , |
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| Format: | Journal article |
| Published: |
Thomas Telford (ICE Publishing)
2018
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