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.
Authors
- Stephen K. Suryasentana (ORCID: https://orcid.org/0000-0001-5460-5089)
- Zefeng Zhou (ORCID: https://orcid.org/0000-0002-3575-8810)
- F Schroeder
- John Davidson
- Brendan F. O’Boyle
- Sarunas Bartkus
Institutions
- Norwegian Geotechnical Institute (NO)
- University of Strathclyde (GB)
- Renewable Energy Systems (United States) (US)
- Geotechnical Consulting Group (United Kingdom) (GB)
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