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Abstract
The Carbon Trust (2015) “Cable Burial Risk Assessment (CBRA) Methodology” document is widely used in the offshore subsea cable industry to define the cable burial Depth of Lowering (DoL). To-date, published work on anchor penetration depths has focused on single homogeneous soil units, offering limited information on the response of different soil layering combinations, and associated contrasting geotechnical properties between soil units. By interrogating >11,000 shallow cores from the entire UK North Sea area, we demonstrate that “layered” soil combinations (e.g., “sand over clay”) are statistically common across the North Sea study area. The results also highlight the importance of updating current CBRA approaches to include “layered” soils, and associated changes in geotechnical properties (e.g., strength and density) between single and layered soil units. In addition, we collated geotechnical data for input into physical and numerical modelling under-taken by the University of Dundee and Durham University respectively (see Sharif et al., 2023; Bird et al., 2023 a, b), to assess the implications for the current CBRA Methodology. Ultimately the goal is to create a new CPT-based tool for better constraining the DoL, as part of the EPSRC research grant “Offshore Cable Burial: How deep is deep enough?
Original language | English |
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Place of Publication | Nottingham |
Publisher | British Geological Survey |
Number of pages | 40 |
Volume | OR/24/031 |
Publication status | Published - 1 Aug 2024 |
Keywords
- Soil layering
- UK CS
- Cable Burial Risk Assessment
- North Sea
ASJC Scopus subject areas
- Renewable Energy, Sustainability and the Environment
- Engineering(all)
- Civil and Structural Engineering
Fingerprint
Dive into the research topics of 'Layered soils in the shallow subsurface (<6.0 m), North Sea: a data report'. Together they form a unique fingerprint.Projects
- 1 Active
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Offshore Cable Burial: How deep is deep enough? (Joint with Durham University and British Geological Survey)
Brown, M. (Investigator)
Engineering and Physical Sciences Research Council
1/02/22 → 31/07/25
Project: Research
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An implicit material point-to-rigid body contact approach for large deformation soil-structure interaction
Bird, R. E., Pretti, G., Coombs, W. M., Augarde, C., Sharif, Y., Brown, M., Carter, G., Macdonald, C. & Johnson, K., Oct 2024, In: Computers and Geotechnics. 174, 16 p., 106646.Research output: Contribution to journal › Article › peer-review
Open AccessFile6 Downloads (Pure) -
Dynamic three-dimensional rigid body interaction with highly deformable solids, a material point approach
Bird, R. E., Pretti, G., Coombs, W. M., Augarde, C., Sharif, Y., Brown, M., Carter, G., Macdonald, C. & Johnson, K., 25 Apr 2024, p. 153-156. 4 p.Research output: Contribution to conference › Paper › peer-review
Open Access -
Characterization of anchor penetration behaviour for Cable burial risk assessment
Sharif, Y., Brown, M., Coombs, W. M., Augarde, C., Bird, R., Carter, G., Macdonald, C. & Johnson, K., 12 Sept 2023, p. 555-562.Research output: Contribution to conference › Paper › peer-review
Open AccessFile