Strength reduction for upheaval buckling of buried pipes in blocky clay backfill
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DOI: 10.1016/j.oceaneng.2016.12.006
Abstract: Abstract Offshore pipelines are often buried to protect the pipeline from external loads and upheaval buckling. Models for pipe uplift resistance in clay soils are based predominantly on homogenous backfill conditions. In practice, however, there… read more here.
Keywords: backfill; clay backfill; strength reduction; upheaval buckling ... See more keywords