{"refrec":{"BRefID":285746,"RR":"<b>Yonatan, P.H.; Van den Abeele, F.; Ballard, J.-C.</b> (2015). Numerical simulation of upheaval buckling using \"intelligent\" backfill soil springs, <b><i>in</i></b>: <i>Proceedings of the ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering (OMAE2015): Volume 1.</i> . <a href=\"https://dx.doi.org/10.1115/OMAE2015-42141\" target=\"_blank\">https://dx.doi.org/10.1115/OMAE2015-42141</a>","BEntID":277771,"PublicFlag":1,"CheckedFlag":1,"wosflag":0,"vabbflag":0,"RefStringPartII":", <b><i>in</i></b>: <i>Proceedings of the ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering (OMAE2015): Volume 1.</i> . <a href=\"https://dx.doi.org/10.1115/OMAE2015-42141\" target=\"_blank\">https://dx.doi.org/10.1115/OMAE2015-42141</a>","DocTypID":17,"DocType":"Book chapters","MarineFlag":1,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Yonatan, P.H.; Van den Abeele, F.; Ballard, J.-C.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Yonatan, P.H. <i>et al.</i>","Englishabstract":"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.","AbstractOtherLang":null,"BibLvlCode":"AM","StandardTitle":"Numerical simulation of upheaval buckling using \"intelligent\" backfill soil springs","OrigTitleLangCode":"en","OrigTitleLangCodeExtended":"eng","OrigTitleLangID":15,"DateLastModified":{"date":"2024-12-10 01:33:17.368041","timezone_type":1,"timezone":"+01:00"},"UserAccessRight":null,"UserAccID":null,"AuthorKeywords":null,"OtherDescriptors":null,"Notes":null,"AnaPub":2015,"MonPub":null,"DateUpdate":"2018-12-06","DateCreate":"2017-05-16","SecASFANote":null,"ConfID":null,"PeerRev":0,"VlizCoreFlag":1,"WoScode":"WOS:000379706800069","VABBcode":null,"OpenAcc":0,"DOI":"10.1115/OMAE2015-42141"},"refs":null,"anarec":{"AnaID":285746,"PubliDate":2015,"Pagination":null,"XtraPublOfAnaID":null,"ISBN":"978-0-7918-5647-5","Volume":null,"Issue":null,"BRefMon":303738,"BRefMonRR":"(2015). Proceedings of the ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering (OMAE2015): Volume 1. ASME: New York. 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