Abstract
This paper presents a detailed back-analysis of large-scale field data from suction caisson installations in complex, layered soil conditions, enhancing the understanding of caisson installation interaction through a refined assessment of the parameters for cone penetration test (CPT)-based installation calculation methods. Leveraging CPT and suction caisson installation data from a large database, this paper proposes a more nuanced CPT-based design approach tailored for such complex soil conditions. The findings highlight notable parameter differences between dilative and contractive soils, suggesting the necessity of treating these two groups distinctively. Through a comparative analysis with existing CPT-based methods, this research highlights areas where current practices align well with field realities and identifies areas where crucial adjustments are needed to enhance design accuracy. The paper also proposes a quantile-based approach for high estimate installation calculations, which demonstrates an effective balance between safety and excessive conservatism.
| Original language | English |
|---|---|
| Article number | 04025053 |
| Number of pages | 44 |
| Journal | Journal of Geotechnical and Geoenvironmental Engineering |
| Volume | 151 |
| Issue number | 7 |
| Early online date | 21 Apr 2025 |
| DOIs | |
| Publication status | Published - 1 Jul 2025 |
Funding
The first author would like to thank EPSRC Supergen ORE Hub for supporting this work through the Flexible Funding scheme (FFF2023-1009). Additionally, the first author would like to thank SSE Renewables and TotalEnergies for providing the necessary data for this work.
Keywords
- suction caisson installations
- cone penetration test
- soil conditions
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