... 2026 © 2026 Emerald Publishing Limited 2026 Emerald Publishing Limited Licensed re-use rights only centrifuge modelling offshore engineering offshore wind foundations pile group piles & piling sand sands silent piling A re effective area ratio...

... 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...

... Limited Licensed re-use rights only anchor capacity anchor keying anchors & anchorages centrifuge modelling cyclic loading mooring line numerical modelling plate anchor changing soil strength whole-life anchor design Australian Research Council through the Discovery Project...

... 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...

... centrifuge modelling local drainage numerical modelling particle image velocimetry pipe penetration pipes & pipelines strain localisation Australia Research Council Discovery Programme DP200103468 This work was supported by the Australia Research Council Discovery Programme (grant...

... 09 2025 © 2025 Emerald Publishing Limited 2025 Emerald Publishing Limited Licensed re-use rights only Abaqus centrifuge modelling footings foundation masonry tunnels & tunnelling C cover depth above tunnel (mm) D t tunnel diameter (mm...

... for the VIP retaining an excavation in clay reported by Liu et al. (2022) . It is difficult to simulate both axial and bending stiffnesses at prototype scale simultaneously using commercial aluminium tubes or sections in centrifuge modelling, with priority being given to the simulation of axial...

... 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...

... 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. anchors & anchorages centrifuge modelling numerical modelling offshore engineering offshore renewable energy soil/structure interaction a cone...

... anchors & anchorages centrifuge modelling consolidation offshore engineering time dependence The anchors were then placed on the surface of the pre-consolidated clay layer as indicated in Fig. 2(b) . Additional clay slurry was then added (covering the anchors) to the top of the strongbox...

...–time history recorded during the Imperial Valley earthquake, scaled at different values of the maximum acceleration, was also applied (see Table 2). centrifuge modelling earth pressure limit equilibrium methods Newmark sliding block method permanent displacements Table 2...

... axial force; and BT is the shear stress force developed at the soil–footing interface) 04 06 2024 12 11 2024 © 2025 Emerald Publishing Limited 2025 Emerald Publishing Limited Licensed re-use rights only abutments centrifuge modelling earthquake-induced...

... 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...

... block of aluminium. The models had previously been used in the centrifuge model tests reported by Bienen et al. (2018a , 2018b) and Stapelfeldt et al. (2020 , 2021) , albeit the 80 mm skirt length of the Stapelfeldt et al. (2020 , 2021) model bucket was reduced...

...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...

... For the calibration of the AVISA model parameters summarised in Table 4 , the steps listed below were followed. AVISA centrifuge modelling constitutive relations fully coupled simulation hypoplasticity modified Cam Clay offshore wind turbines ‘semi-rigid’ pile soil/structure interaction...

..., 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. centrifuge modelling pile cap piles settlement tunnels...

...·2 27·2 l : m 0·525 52·5 l e : m 0·25 25 Mass: kg 0·725 725 000 t : m 0·0025 0·25 02 05 2022 29 09 2022 © 2022 Emerald Publishing Limited 2022 centrifuge modelling embedding depth lateral response monopile numerical...

... contact pressures were measured, providing data for comparison with the simplified non-linear method. The centrifuge models were built inside a cylindrical strong box of inner diameter 850 mm. A 160 mm thick layer of overconsolidated Speswhite kaolin was overlain by a 150 mm thick layer of dry...