Numerical simulation of upheaval buckling using "intelligent" backfill soil springs
Yonatan, P.H.; Van den Abeele, F.; Ballard, J.-C. (2015). Numerical simulation of upheaval buckling using "intelligent" backfill soil springs, in: Proceedings of the ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering (OMAE2015): Volume 1. . https://dx.doi.org/10.1115/OMAE2015-42141
In: (2015). Proceedings of the ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering (OMAE2015): Volume 1. ASME: New York. ISBN 978-0-7918-5647-5. 804 pp., meer
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| Beschikbaar in | Auteurs |
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Documenttype: Congresbijdrage
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| Auteurs | | Top |
- Yonatan, P.H.
- Van den Abeele, F.
- Ballard, J.-C., meer
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| Abstract |
Designing the cover height of buried pipelines to prevent them from buckling requires a method that can thoroughly and realistically model the phenomenon. This paper introduces a new technique to assess the risk of upheaval buckling (UHB) by using backfill soil springs (BFSS) to represent the uplift resistance provided by the backfill soil on top of a buried pipeline. This paper investigates the pre-buckling pipeline behavior related to UHB and highlights some of the key parameters governing the analysis. UHB assessment based on a case study was carried out and the results were then compared with those obtained from force-equilibrium methods generally used in the industry. The comparison shows that UHB assessment can be performed more rigorous using BFSS than using force-equilibrium methods. Therefore, using BFSS for UHB assessment improve the reliability in cover height design. |
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