van Dijk / J Zhejiang Univ-Sci A (Appl Phys & Eng) 2018 19(8):579-599 579 Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering) ISSN 1673-565X (Print); ISSN 1862-1775 (Online) www.jzus.zju.edu.cn; www.springerlink.com E-mail:
[email protected] Review: Design of suction foundations Bas van DIJK Fugro, 2631 RT, Nootdorp, The Netherlands E-mail:
[email protected] Received Aug. 30, 2017; Revision accepted Apr. 5, 2018; Crosschecked May 28, 2018 Abstract: Suction foundations have been deployed in the last three decades in a growing number of offshore developments, for bottom-fixed and floating structures, in shallow and deep waters, many of them successfully. Suction foundations, traditionally used as anchors and jacket foundations in the oil and gas industry, are now also used in the offshore renewable (wind) industry, e.g. for monopods, tripods, and jackets. When technically feasible, suction foundations are often cheaper than pile foundations. Ad- ditionally, their installation is relatively noise-free and, by applying overpressure, they can be removed during decommissioning. This paper focuses on the more complex design issues and some pitfalls related to suction foundation design. Additionally design practices and recommendations for suction caisson design, including installation and extraction feasibility, foundation resistance, settlements and response in sand, clay and layered soil profiles, will be presented for basic understanding. Key words: Suction foundation; Caisson; Anchor; Bucket; Installation; Resistance, Capacity; Extraction https://doi.org/10.1631/jzus.A1700465 CLC number: TU47 1 Introduction installation depth (m) and D is the caisson diameter (m). Suction foundations are also called suction A suction foundation typically consists of a steel buckets, suction cans, suction anchors, suction piles cylinder (skirt), closed at the top side (lid) in which or suction caissons.