Numerical Investigations into Development of Seabed Trenching in Semitaut Moorings
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 146, Issue 10
Abstract
Field observations of semitaut mooring systems have shown severe trench development in front of suction caissons. Trenches extend back from where the chain emerges from the seabed under ambient mooring loads to relatively close to the caisson and with depths approaching the padeye depth. To help understand the process, a coupled Eulerian–Lagrangian (CEL) approach has been used to apply cyclic loading to a mooring chain system, treating the chain as a series of linked cylindrical elements and the soil as a strain-softening Tresca material. The chain extended through the soil into the water column, and cyclically changing boundary conditions were applied to the far end of the chain to reflect a typical mooring layout and metocean conditions. Despite rather idealized conditions, with loading restricted to the vertical plane of the chain and no consideration of hydrodynamic effects, a stable trench profile developed after only a few cycles of loading. The chain profile straightened during the cycles, with the section nearest to the padeye gradually cutting deeper into the soil and with the amplitude of cyclic motions of the chain, and hence tendency for a trench to form, increasing at shallower depths. The magnitude of soil resistance acting on the chain reduced by increasing cycles, with particularly low resistance in the zone where the trench was most developed. The long-term longitudinal profile of trenching was predicted based on the current modeling and was found comparable to that inferred from field observations, even without consideration of hydrodynamic and out-of-plane effects.
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Data Availability Statement
All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
This work forms part of the activities of the Centre for Offshore Foundation Systems. These activities were established in 1997 under the Australian Research Council’s Special Research Centres Program and are currently supported as a node of the Australian Research Council’s Centre of Excellence for Geotechnical Science and Engineering (ARC Grant No. CE110001009) and through the Fugro Chair in Geotechnics, Lloyd’s Register Foundation Chair and Centre of Excellence in Offshore Foundations, and Shell EMI Chair in Offshore Engineering. The first author is supported by an Australian Government Research Training Program Scholarship and a Fugro Ph.D. Scholarship, the second author is supported as the Fugro Chair in Geotechnics, and the fifth author is supported by the National Natural Science Foundation of China (No. 51890915). All the support is gratefully acknowledged.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 146 • Issue 10 • October 2020
Copyright
© 2020 American Society of Civil Engineers.
History
Received: Nov 20, 2019
Accepted: May 13, 2020
Published online: Jul 16, 2020
Published in print: Oct 1, 2020
Discussion open until: Dec 16, 2020
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