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Large Deformation Finite-Element Analysis of Submarine Landslide Interaction with Embedded Pipelines.

Authors :
Hongxia Zhu
Randolph, Mark F.
Source :
International Journal of Geomechanics. Aug2010, Vol. 10 Issue 4, p145-152. 8p. 5 Diagrams, 1 Chart, 9 Graphs.
Publication Year :
2010

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. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
15323641
Volume :
10
Issue :
4
Database :
Academic Search Index
Journal :
International Journal of Geomechanics
Publication Type :
Academic Journal
Accession number :
52235679
Full Text :
https://doi.org/10.1061/(ASCE)GM.1943-5622.0000054