... , A. (2017). Finite element modeling of piezoelectric structures . See Link to the cited article (accessed 16/04/2026). Pylaev , A. E. , Kostikova , E. A. , Yurkov , A. L. , Kalugin , D. I. , Malakho , A. P. , Avdeev , V. V. , Lepin , V. N. , Oktyabr’skaya , L. V...

... YUFENG GAO (yfgao66@163.com) 08 09 2025 19 02 2026 © 2026 Emerald Publishing Limited 2026 Emerald Publishing Limited Licensed re-use rights only finite-element modelling risk & probability analysis shear strength slopes National Natural Science Foundation...

... 2025 © 2026 Emerald Publishing Limited 2026 Emerald Publishing Limited Licensed re-use rights only deformation embankment finite-element modelling pore pressure porous-media characterisation railway track UK Engineering and Physical Sciences Research Council EP/M025276...

... to different piled raft configurations. Corresponding author Francesco Potini (francesco.potini@unicusano.it) 23 06 2025 20 11 2025 © 2026 Emerald Publishing Limited 2026 Emerald Publishing Limited Licensed re-use rights only bearing capacity finite-element modelling limit...

... 2025 Emerald Publishing Limited Licensed re-use rights only asynchronicity concrete structures earthquakes finite-element modelling numerical modelling seismic engineering tunnels tunnels & tunnelling wave-passage A_hoop tunnel hoop area (m²...

... Publishing Limited Licensed re-use rights only constitutive relations finite-element modelling gravel soil plane strain test shear localisation Austrian Science Fund ESP-342 P-35921 National Natural Science Foundation of China 42472355 European Commission Horizon Europe...

...). constitutive relations finite-element modelling full-scale tests high-cycle accumulation numerical modelling repeated loading soil/structure interaction a material parameter controlling shear strain level at 50% degraded elastic stiffness b material parameter controlling...

... 2025 Emerald Publishing Limited Licensed re-use rights only bearing capacity finite-element modelling limit state design/analysis piles & piling c soil cohesion d pile diameter E Young’s modulus E_u Young’s modulus...

... is the s_u at the mudline, and k is the gradient of s_u along the depth. z_p is the depth of the padeye. anchors anchors & anchorages clays finite-element modelling offshore engineering The currently available predictions of drag anchor...

... in any medium, provided the original work is properly cited. analytical modelling centrifuge testing clays consolidation finite-element modelling helical piles numerical analysis offshore foundation offshore renewable energy Helical (or screw) piles comprise steel helices...

... 02 2023 © 2023 Thomas Telford Ltd 2023 centrifuge modelling coupled Eulerian–Lagrangian extrusion buckling finite-element modelling monopiles pile tip damage piles & piling The increasing use by the offshore wind industry of large-diameter thin-walled monopile...

... testing stiff specimens where common apparatus assumptions may not apply. 21 08 2023 13 05 2024 © 2025 Emerald Publishing Limited 2025 calibration finite-element modelling laboratory equipment laboratory tests resonant column stiffness Several researchers have...

... of the various techniques are available elsewhere in the literature – for example, Crosetto et al. (2015) and Lanari et al. (2007) . 13 12 2021 14 07 2022 © 2022 Emerald Publishing Limited 2022 finite-element modelling InSAR tailings tailings dam tailings dam...

... reserved 2022 centrifuge modelling finite-element modelling piles temperature effects A thermo-active pile is an energy geostructure (Brandl, 2006) that has been increasingly used in practice for supporting and reducing carbon emissions from buildings or other infrastructure (Bourne-Webb...

... Emerald Publishing Limited: All rights reserved 2021 finite-element modelling monopile sands soil/structure interaction wind turbine Monopiles are currently the most popular foundations used to support offshore wind turbines (OWTs). These monopiles generally have large diameters (D...

... sloping ground conditions using a numerical (finite-element) model that was initially calibrated using the results from physical modelling. The findings from the study in terms of the variation of peak lateral soil restraint as a function of the slope grade and burial depth ratio are presented...

.... The proposed method produces estimates of the lateral capacity of monopiles that are in very close agreement with those from the FE analyses. 30 08 2020 12 05 2021 © 2021 Thomas Telford Ltd 2021 bearing capacity finite-element modelling foundations and soil–structure interaction...

... understood. In this paper, for the first time a combination of centrifuge and finite-element modelling is used to better understand the mechanical response of the combined wall–soil system. The measured variation of the horizontal stresses leads to bending moment distributions featuring large, singly outward...

... C_u 2·25 3·45 1·43 3 k: m/s 2·52 ×  10⁻⁵ — — — * Nagula & Grabe (2017) 11 06 2020 29 04 2021 © 2021 Thomas Telford Ltd 2021 dynamics finite-element modelling full-scale tests ground improvement numerical modelling...

.... with different amounts of drainage and therefore generating different amounts of excess pore water pressure) using a combination of dynamic centrifuge modelling and finite-element modelling. The results demonstrate that the reduction in free-field ground surface intensity measure (specifically, Housner intensity...