A novel approach for time-dependent axial soil resistance in the analysis of subsea pipelines

Carneiro, D., White, D.J., Danziger, F.A.B. and Ellwanger, G.B. (2015) A novel approach for time-dependent axial soil resistance in the analysis of subsea pipelines. Computers and Geotechnics, 69, 641-651. (doi:10.1016/j.compgeo.2015.07.002).

Abstract

A novel approach for modelling axial pipe–soil interaction, consisting of bespoke finite elements, is proposed. The purpose is to have a model that represents a two-dimensional slice of soil perpendicular to the pipe which is computationally cheap enough to be incorporated in global analysis of subsea pipelines, whilst capable of capturing detailed time-dependent soil response, which involves partial drainage and cyclic plasticity. This is achieved by handling the circumferential dimension analytically, reducing the behaviour of the two-dimensional soil slice to a one-dimensional case. Coupled consolidation analysis along a vertical sequence of one-dimensional elements beneath each pipeline node, tailored to represent the axial–vertical (or -radial) plane across the seabed semi-space, is supplemented by an analytical solution for the circumferential drainage. The paper presents the model development, its implementation through symbolic programming and validation against previously published continuum finite element analysis results.

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Contributors

Author: D.J. White

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