Please use this identifier to cite or link to this item: https://doi.org/10.1063/1.4825993
Title: A two-phase coupled Eulerian-Lagrangian FEM for offshore spudcan analysis
Authors: Yi, J.T. 
Lee, F.H. 
Li, Y.P.
Zhang, X.Y.
Goh, S.H. 
Keywords: Coupled-flow Lagrangian analysis
Effective stress
Eulerian analysis
Pore pressure
Spudcan footing
Issue Date: 2013
Citation: Yi, J.T., Lee, F.H., Li, Y.P., Zhang, X.Y., Goh, S.H. (2013). A two-phase coupled Eulerian-Lagrangian FEM for offshore spudcan analysis. AIP Conference Proceedings 1558 : 2273-2276. ScholarBank@NUS Repository. https://doi.org/10.1063/1.4825993
Abstract: This paper reports a development of a two-phase coupled Eulerian-Lagrangian FEM for analyzing the short-and long-term response of offshore spudcan footing. The proposed method is composed of three integral components which are effective stress Eulerian analysis for the shrot-term installation behavior of spudcan, mesh-to-mesh solution variable mapping and coupled-flow Lagrangian analysis for the post-installation, long-term working behaviour of spudcan. By combining the advantages of Eulerian and Lagrangian finite element methods, this coupled Eulerian-Lagrangian FEM is tailored to solve offshore foundation problems which often see rapid and large-scale undrained soil flow during installation followed by much longer periods of embedment in the ground during operation. © 2013 AIP Publishing LLC.
Source Title: AIP Conference Proceedings
URI: http://scholarbank.nus.edu.sg/handle/10635/75104
ISBN: 9780735411845
ISSN: 0094243X
DOI: 10.1063/1.4825993
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