.... 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...

... & Buscarnera (2023) further advanced this formulation by allowing for the analysis of multiaxial stress state evolution within the landslide shear zone, thus further enabling the deployment of advanced soil constitutive models. consolidation constitutive relations landslides numerical modelling...

... the localisation width was controlled using the ‘non-local’ method. Both the numerical modelling and the experiments considered vertical penetration of a horizontal pipe into normally consolidated clay. Strain localisations in the experiments are seen to narrow with strain level, but also as penetration velocity...

... competing financial interests or personal relationships that could have appeared to influence the work reported in this paper. 23 10 2024 22 07 2025 asynchronicity concrete structures earthquakes finite-element modelling numerical modelling seismic engineering tunnels tunnels...

... relations crushable soils elastoplastic coupling hyperelastic–plastic model numerical modelling particle breakage particle crushing/crushability German Research Council 341427400 526158236 Parts of this research were funded by the German Research Council (DFG) under project numbers...

... finite-element modelling full-scale tests high-cycle accumulation numerical modelling repeated loading soil/structure interaction However, it is not yet clear how HCA analyses can be incorporated into practical, site-specific geotechnical design for OWT monopiles or other structures. Current...

... 12 2023 © 2025 Emerald Publishing Limited 2025 field testing & monitoring interface influence distance layering liquefaction numerical modelling The cone penetration test with pore pressure measurement (CPTu) is a key tool for geotechnical soil characterisation. CPTu...

... diagram of the numerical model viewed from the (a) side and (b) top. The dashed region behind the dam, with dimensions 4 d × w , is the measurement region Figure 2(a) shows the schematic diagram of the simulated flume. The flume is w = 0 · 3   m wide and is bounded laterally...

.... claystone constitutive modelling elastoplasticity numerical modelling pore pressures thermal behaviour THM analyses time dependence underground excavations 02 02 2023 29 09 2023 © 2025 Emerald Publishing Limited 2025 The reference model is implemented in terms...

... & Esmaeili, 2017). There have been numerous studies on noise and vibration mitigation for rail systems through field investigation, and both analytical and numerical modelling approaches (Anastasopoulos et al., 2009 ; Connolly et al., 2014). Under-ballast mats have been used in rail tracks...

... to the interpretation of the seismic behaviour of integral abutment bridges, focusing on a single-span structural scheme that has been receiving significant attention in recent years. The dynamic interaction between the bridge and the soil is studied with global numerical models of the soil–bridge system developed...

... 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...

... proposed by Borja (2004) is extended to: 27 07 2023 24 10 2024 © 2025 Emerald Publishing Limited 2025 Emerald Publishing Limited Licensed re-use rights only clays constitutive relations numerical modelling partial saturation plasticity stiffness suction...

... rate ε ˙ . The simulation procedure is divided into three stages. 22 02 2023 16 08 2023 © 2025 Emerald Publishing Limited 2025 discrete-element modelling fabric/structure of soils numerical modelling particle-scale behaviour 1 ∫ Ω S u...

... interface numerical modelling pull-out resistance tunnels & tunnelling Fig. 1. Mechanism of pull-out resistance of an inflated steel-tube rock bolt Assuming that the steel-tube rock bolt is fully inflated and the total length of the rock bolt (L) is in the state of pull-out failure...

... 01 08 2023 © 2024 Emerald Publishing Limited 2024 back-analysis Bayesian updating excavation numerical modelling observational method risk & probability analysis sequential excavation method surrogate modelling tunnels & tunnelling The complexity of SEM behaviour...

... of a shallow tunnel buried adjacent to a surface structure in liquefiable ground has not yet been thoroughly studied. In this paper, the OpenSees platform is employed to numerically model two centrifuge tests on the structure–soil–structure interaction in saturated Hostun sand. The PM4Sand constitutive model...

... later in the section ‘Numerical model’); (b) soil model, moving from the linear elastic–perfectly plastic Mohr–Coulomb (MC) model, to the SClay1S (Karstunen et al., 2005) and Creep-SClay1S (Sivasithamparam et al., 2015 ; Gras et al., 2018) models, which are more applicable...

... flow using equivalent fluid model and two-phase model is carried out to highlight the importance of two-phase simulation. 21 06 2022 25 01 2023 © 2023 Thomas Telford Ltd 2023 landing landslides multiple barriers numerical modelling two-phase Multiple barriers...

... provides a promising solution for shared anchors in floating wind farms. 10 11 2023 24 05 2024 © 2025 Emerald Publishing Limited 2025 anchor bearing capacity centrifuge modelling failure mechanism numerical modelling sand As offshore wind turbines progress towards deep...