Large Deformation Finite-Element Analysis of Submarine Landslide Interaction with Embedded Pipelines
Publication: International Journal of Geomechanics
Volume 10, Issue 4
Abstract
Submarine landslides represent one of the most significant geohazards on the continental slope in respect of the risk they pose to infrastructure such as deep water pipelines. A numerical approach, based on the finite-element method but using remeshing, was established in this paper to simulate large flow deformation of debris from a landslide and to quantify the loads and displacements imposed on pipelines embedded in the seabed. A simple two-dimensional elastic perfectly plastic soil model with plane strain conditions was employed in this analysis. The pipeline was restrained by a set of springs so that the load on the pipeline built up to a stable value, representing the limiting load at which the debris flowed over the pipeline. A parametric study was undertaken by varying the pipeline embedment and the relative strengths of the debris and seabed. The analysis results show that the various combinations of soil strength and embedment depth lead to different debris-pipeline movement patterns and consequently lead to rather different magnitudes of the loads imposed on pipelines. The pipeline is subjected to the largest load (an equivalent pressure of 11.5 times debris strength) from the landslide when it rests on the weakest seabed. The pressure is proportional to the debris material strength but varies inversely with the seabed strength for partially embedded pipelines. For all strength combinations, there is a critical embedment depth beyond which the force on the pipeline reduces to a very small magnitude.
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Acknowledgments
This work forms part of the activities of the Centre for Offshore Foundation System at UWA, which was established under the Australian Research Council’s Special Research Centre scheme and is now supported by the State Government of Western Australia through the Centre of Excellence in Science and Innovation program. The research presented in the paper is part of a joint industry project administered and supported by the Minerals and Energy Research Institute of Western Australia, and by BP, BHP Billiton, Chevron, Petrobras, Shell, and Woodside. Additional funding was provided by the CSIRO Flagship Collaboration Cluster on Subsea Pipelines. The various support is gratefully acknowledged.
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Information & Authors
Information
Published In
International Journal of Geomechanics
Volume 10 • Issue 4 • August 2010
Pages: 145 - 152
Copyright
© 2010 ASCE.
History
Received: May 11, 2009
Accepted: Dec 2, 2009
Published online: Dec 4, 2009
Published in print: Aug 2010
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