Enhancing CPT-Based Suction Caisson Penetration Design: Insights from Back-Analysis of Large-Scale Field Installation Data

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.

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Publication Details

Journal
Journal of Geotechnical and Geoenvironmental Engineering
Published
2025-04-21
DOI
https://doi.org/10.1061/jggefk.gteng-13304
Citations
1
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
Field-Weighted Citation Impact
0.95
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article

Enhancing CPT-Based Suction Caisson Penetration Design: Insights from Back-Analysis of Large-Scale Field Installation Data

Stephen K. Suryasentana, Zefeng Zhou, F Schroeder, John Davidson et al.
1 citations
Journal of Geotechnical and Geoenvironmental Engineering
Geotechnical Engineering and Underground Structures
0.95
article

Enhancing CPT-Based Suction Caisson Penetration Design: Insights from Back-Analysis of Large-Scale Field Installation Data

Stephen K. Suryasentana, Zefeng Zhou, F Schroeder, John Davidson, Brendan F. O’Boyle, Sarunas Bartkus
article en
1 citations

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.

Journal of Geotechnical and Geoenvironmental EngineeringVol. 151(7)
Norwegian Geotechnical Institute (NO), University of Strathclyde (GB), Renewable Energy Systems (United States) (US), Geotechnical Consulting Group (United Kingdom) (GB)
Openalex Percentile: Top 27%
Geotechnical Engineering and Underground Structures
0.95
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Enhancing CPT-Based Suction Caisson Penetration Design: Insights from Back-Analysis of Large-Scale Field Installation Data — Stephen K. Suryasentana, Zefeng Zhou, et al. · Journal of Geotechnical and Geoenvironmental Engineering (2025) | TGRS Research Map | TGRS