... (for both commercial and non-commercial purposes), subject to full attribution to the original publication and authors. The full terms of this licence may be seen at Link to the terms of the CC BY 4.0 licence. centrifuge modelling offshore engineering offshore wind foundations pile group piles...

... commercial and non-commercial purposes), subject to full attribution to the original publication and authors. The full terms of this licence may be seen at Link to the terms of the CC BY 4.0 licence. centrifuge modelling monopile natural frequency offshore engineering offshore wind turbine piles...

...) COMPETING INTERESTS STATEMENT The authors declare there are no competing interests. 02 10 2025 09 04 2026 © 2026 Emerald Publishing Limited 2026 Emerald Publishing Limited Licensed re-use rights only anchors & anchorages centrifuge modelling floating offshore wind...

.... The layout combines both structural and operational aspects of the anchor system, facilitating understanding of the setup. anchor capacity anchor keying anchors & anchorages centrifuge modelling cyclic loading mooring line numerical modelling plate anchor changing soil strength whole-life...

... often involve complex three-dimensional (3D) motions that can significantly affect SCR–seabed interactions and SCR fatigue. To fill this gap, centrifuge model tests are conducted to enhance understanding of cyclic SCR–seabed interactions under episodic 3D motions. The results indicate that 3D motions...

...-use rights only Abaqus centrifuge modelling footings foundation masonry tunnels & tunnelling C cover depth above tunnel (mm) D t tunnel diameter (mm) D 50 average size of soil particle (mm) E a/m Young’s...

... in the centrifuge model tests reported later in this paper, noting that s_ui = 0·01 kPa at z = 0 m was adopted to avoid the numerical convergence issues that would arise with a zero mudline strength. Strain softening was incorporated by implementing the Einav & Randolph (2005...

... 2025 Emerald Publishing Limited Licensed re-use rights only centrifuge modelling clays design excavation retaining walls National Natural Science Foundation of China 52408384 This research was financially supported by the National Natural Science Foundation of China...

... centrifuge modelling of three foundation systems for offshore wind turbines (OWTs) installed in liquefiable soil, specifically a monopile, a composite system with a monopile and an outrigger, and an outrigger-only system. The performance of the three foundations in supporting identical OWTs subjected...

... of the CC BY 4.0 licence. anchors & anchorages centrifuge modelling numerical modelling offshore engineering offshore renewable energy soil/structure interaction a cone penetrometer fitting parameter b passive resistance factor D_r...

... during the initial anchor movement. These time-dependent changes are considered relevant for the post-installation capacity of offshore anchors and for the capacity of anchors following a large movement event. Wang et al. (2023) conducted a series of centrifuge model-scale tests focusing...

... forces in the structural members. Moreover, it allowed development of an efficient analytical tool for the prediction of the seismic permanent displacements of these systems, based on Newmark's sliding block approach. centrifuge modelling earth pressure limit equilibrium methods Newmark sliding...

... stresses on bridge abutments constructed on dry and liquefiable soil. 04 06 2024 12 11 2024 © 2025 Emerald Publishing Limited 2025 Emerald Publishing Limited Licensed re-use rights only abutments centrifuge modelling earthquake-induced liquefaction integral bridges soil...

... that are influenced significantly by the drainage conditions. Hence, an understanding of the soil drainage characteristics at a particular site would provide value when evaluating the requirement for under-lid grouting. 25 05 2022 24 02 2023 © 2023 Thomas Telford Ltd 2023 centrifuge modelling...

... and computationally expensive techniques because of the three-dimensional, dynamic and large-deformation nature of the pile and soil deformations. The problem is addressed here by combining coupled Eulerian–Lagrangian simulations with geotechnical centrifuge model test data in dry dense sand. Both approaches consider...

...Shengjie Rui; Lizhong Wang; Zefeng Zhou; Hans Petter Jostad; Zhen Guo To provide a more reliable shared anchor for floating wind farms, a novel caisson–plate gravity anchor (CGA) is proposed. This design merges the benefits of both gravity anchors and suction caissons. Centrifuge model tests...

... space. © 2025 Emerald Publishing Limited 2025 AVISA centrifuge modelling constitutive relations fully coupled simulation hypoplasticity modified Cam Clay offshore wind turbines ‘semi-rigid’ pile soil/structure interaction It is a widely adopted practice to design monopile...

..., greenfield. ^† Prototype scale. ^‡ These tests include post-tunnelling pile loading. Note: WL is working load level based on capacity of a pile; WL* is working load level based on capacity of capped pile. © 2025 Emerald Publishing Limited 2025 centrifuge modelling...

... driven monopiles, even if it is less accurate for the local behaviour. 02 05 2022 29 09 2022 © 2022 Emerald Publishing Limited 2022 centrifuge modelling embedding depth lateral response monopile numerical modelling The experimental campaign was conducted using a set...

.... Geotechnical centrifuge modelling is a desirable experimental method to investigate the phenomenon of basement heave, because increased gravity allows the dimensions and time-scale of the prototype construction problem to be scaled down (Madabhushi, 2014). In particular, a geotechnical centrifuge model running...