Analytical solution for penetration response of steel catenary riser at touchdown zone on bilinear seabed
The pipe-soil interaction at touchdown zone (TDZ) of steel catenary riser (SCR) has important influences on the penetration depth and fatigue life of pipelines. A model considering non-linearity of soil stiffness is established by using bilinear linear soil stiffness approximation of p-y curve. The...
Tallennettuna:
| Päätekijä: | |
|---|---|
| Aineistotyyppi: | Artigo |
| Kieli: | Inglês |
| Julkaistu: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2018-09-01
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| Sarja: | Yantu gongcheng xuebao |
| Aiheet: | |
| Linkit: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201809014 |
| Tagit: |
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