At OMAE2015 in St. John’s (CAN), Prigiarto Hokkal Yonatan presented a paper introducing a new technique to assess the risk of upheaval buckling (UHB). This new methodology uses a backfill soil spring (BFSS) attached to the top of the pipe for representing the uplift resistance provided by the backfill soil on top of a buried pipeline. This tool will be available in the brand new SAGE Profile 3.0 to be released in the summer of this year!
Abstract: Numerical Simulation Of Upheaval Buckling Using Intelligent Backfill Soil Spring.
Prigiarto Hokkal Yonatan, Filip Van den Abeele and Jean-Christophe Ballard, Fugro GeoConsulting Belgium
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.