Probabilistic analysis of the uplift resistance of buried pipelines in clay
Author:
Funder
Engineering and Physical Sciences Research Council
Publisher
Elsevier BV
Subject
Ocean Engineering,Environmental Engineering
Reference30 articles.
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2. Experimental and numerical study of wave-induced backfilling beneath submarine pipelines;Bayraktar;Coast. Eng.,2016
3. The upheaval capacity of pipelines in jetted clay Backfill;Bransby;Int. J. Offshore Polar.,2002
4. Strength reduction for upheaval buckling of buried pipes in blocky clay backfill;Brennan;Ocean Eng.,2017
5. A probabilistic approach to the ultimate capacity of skirted foundations in spatially variable clay;Charlton;Struct. Saf.,2017
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2. Probabilistic Uplift Resistance of Pipe Buried in Spatially Random Cohesionless Soil;Proceedings of the National Academy of Sciences, India Section A: Physical Sciences;2023-01-20
3. Stochastic analysis on the lateral buckling of a HPHT pipeline considering the spatial variability of seabed;Ocean Engineering;2023-01
4. Effect of Soil Spatial Variability on the Stability of Pipelines Under Horizontal Loading;2023
5. Uplift Behavior of Pipelines Buried at Various Depths in Spatially Varying Clayey Seabed;Sustainability;2022-07-04
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