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P. Marveggio

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Offshore Cable Ploughing in Sands: Comparison of Literature Models and Machine Learning–Based Models with Field Data

In the global energy transition process, offshore wind is rapidly emerging as a crucial energy source. This shift has led to an increasing demand for submarine cables to connect offshore wind farms to onshore substations, with cable installation costs representing 9% of the total installation expenses. Cables are buried in the seabed, primarily through cable ploughing, adopting a special plough to create narrow trenches up to 3 m deep in the seabed. Accurate prediction of the vessel tow force is essential for efficient cable installation design, with the tow force being influenced by soil type, burial depth, and target velocity. Currently, available analytical approaches for sands rely on empirical correction factors, leading to inaccuracy in application across different scenarios. Advanced numerical methods could be in principle adopted to study the complex hydromechanical system response, but at the cost of significant computational resources and with the limitations related to field soil characterization. To address these limitations, artificial intelligence (AI)–based modeling has emerged as a promising alternative in many engineering fields, where wide data sets are available, as in cable ploughing applications due to the abundance of operational data. This study provides a comparison of the predictive capabilities of three literature analytical models against new field data from three different cable ploughing projects in sands, highlighting their limitations and proving the potential of the support vector machine (SVM) regression models in enhancing the prediction of the tow force. Remarkably, the developed SVM model only requires input parameters that are available from standard offshore geotechnical investigations, like cone penetration test results and soil granulometry. The study is based on 113 km of cable ploughing data, emphasizing the applicability of adaptable predictive models in the field of offshore cable installation.

P. Marveggio, A. Romero, Davide Gritti et al. · 0 citations
Jul 2026

Numerical Analysis of Axisymmetric Consolidation Around Jacked Piles Considering Permeability Reduction in the Disturbed Soil Zone

The installation of jacked piles inevitably disturbs the surrounding soil, leading to a significant reduction in its radial permeability, which in turn retards the dissipation of excess pore water pressure. This study develops an enhanced axisymmetric consolidation theory that explicitly incorporates this installation‐induced disturbance. The soil around the pile is conceptually divided into a disturbed zone and an undisturbed zone, with three distinct modes of permeability variation within the disturbed zone being investigated, namely Pattern A (linear decay), Pattern B (nonlinear decay, modeled as a quadratic function), and Pattern C (abrupt decay). The governing partial differential equations are solved using an alternating implicit finite difference scheme to obtain the distribution in space and time of excess pore water pressure. The proposed numerical results are validated through comparisons with existing theoretical solutions and field measurements. A key finding reveals that Pattern A and Pattern B provide the closest agreement with in‐situ data, while Pattern C model overestimates the disturbance effect and shows a significant deviation from field observations, highlighting the importance of a realistically transition in permeability.

Zongqin Wang, Anfeng Hu, Xin Liang et al. · 0 citations

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