Numerical analysis of suction embedded plate anchors in structured clay

• Published in: Applied ocean research Vol. 61; pp. 156 - 166
• Main Authors: Charlton, T.S., Rouainia, M., Gens, A.
• Format: Journal Article Publication
• Language: English
• Published: Barking Elsevier Ltd 01.12.2016; Elsevier BV
• Subjects: Anchoring; Anchors; Argila; Capacity; Clay; Deep water; Degradation; Energy; Engineers; Enginyeria civil; Finite element analysis; Fixed platforms; Floating; Fonaments; Frameworks; Geotècnia; Marine; Numerical analysis; Offshore; Offshore geotechnics; Offshore geotechnique; Offshore oil exploration & development; Soil; Soils; Structured clays; Studies; Àrees temàtiques de la UPC; Anchors; Structured clays; Finite element analysis; Offshore geotechnics
• ISSN: 0141-1187; 1879-1549
• DOI: 10.1016/j.apor.2016.10.009

•Finite element analysis has been conducted to evaluate the capacity of SEPLAs.•An advanced constitutive model is used to accurately predict the pullout capacity.•Clay structure provides an increase in pullout capacity of up to 10%.•The structured and non-structured capacities form upper and lower bounds. As offshore energy developments move towards deeper water, moored floating production facilities are increasingly preferred to fixed structures. Anchoring systems are therefore of great interest to engineers working on deep water developments. Suction embedded plate anchors (SEPLAs) are rapidly becoming a popular solution, possessing a more accurate and predictable installation process compared to traditional alternatives. In this paper, finite element analysis has been conducted to evaluate the ultimate pullout capacity of SEPLAs in a range of post-keying configurations. Previous numerical studies of anchor pullout capacity have generally treated the soil as an elastic-perfectly plastic medium. However, the mechanical behaviour of natural clays is affected by inter-particle bonding, or structure, which cannot be accounted for using simple elasto-plastic models. Here, an advanced constitutive model formulated within the kinematic hardening framework is used to accurately predict the degradation of structure as an anchor embedded in a natural soft clay deposit is loaded to its pullout capacity. In comparison with an idealised, non-softening clay, the degradation of clay structure due to plastic strains in the soil mass results in a lower pullout capacity factor, a quantity commonly used in design, and a more complex load–displacement relationship. It can be concluded that clay structure has an important effect on the pullout behaviour of plate anchors.