Pipe uplift in saturated sand: rate and density effects
A key parameter for assessing the unburial behaviour of offshore pipelines, such as during upheaval buckling, is the soil uplift resistance. Despite much research on uplift response, two variables remain relatively unexplored: the effect of low relative density backfill and partially drained soil re...
| Main Authors: | , , |
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| Format: | Journal article |
| Language: | English |
| Published: |
2013
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