Three-dimensional modelling of drag anchor penetration using the material point method

TL;DR

This paper presents a novel 3D Material Point Method-based tool for predicting drag anchor penetration in seabed soils, validated against physical tests, and highlights limitations of existing risk assessment approaches.

Contribution

The authors develop an advanced, validated numerical model incorporating rigid body assemblies, domain partitioning, and rotational inertia modeling for accurate anchor penetration prediction.

Findings

Good agreement with centrifuge tests across sand densities

Identifies non-conservatism in UK CBRA approach

Enables site-specific anchor performance assessment

Abstract

Drag embedment anchors are a key threat to buried subsea linear infrastructure, such as power/data cables and pipelines. For cables, selecting a burial depth is a compromise between protecting the cable from anchor strike and the increased cost of deeper installation. This presents an efficient large deformation, elasto-plastic Material Point Method-based soil-structure interaction predictive tool for the estimation of anchor penetration based on Cone Penetration Test (CPT) site investigation data. The tool builds on earlier work by the authors supplemented by three developments: modelling assemblies of rigid bodies (necessary for articulated anchors), a partitioned domain approach to enable accurate and efficient modelling of long anchor pulls and an improved means of modelling rotational inertia. The tool is validated against scaled physical tests conducted in a geotechnical centrifuge on sands with a range of relative densities with good agreement across the tested conditions. Numerical simulations identify key issues with the UK Cable Burial Risk Assessment (CBRA) approach for estimating anchor penetration and reveal the potentially non-conservatism of the CBRA framework for sandy seabeds. The numerical model enables site-specific anchor-penetration assessment along cable routes and can be used to evaluate the performance of different anchor designs and sizes in varied soil conditions.