... state design/analysis piles & piling Regione Lazio (Italy) and Italferr S.p.A. within the programme POR-FSE 2014-2020 F83C22000770005 Italian Department of Civil Protection and Reluis Consortium in the framework of the national project DPC-ReLUIS 2024-2026 WP16 The research...

... accounts for the combined effect of group geometry, structural and geotechnical capacity of the single piles, and loading direction on the actual plastic mechanism occurring within the group and the corresponding failure envelope. bearing capacity finite-element modelling limit state design/analysis...

...), 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. earth pressure limit state design/analysis soil/structure interaction Figure 1 illustrates three common design scenarios in which...

... to the complicated boundary conditions. footings/foundations limit state design/analysis numerical modelling plasticity slopes soil/structure interaction 3 f = τ m − σ e sin ⁡ ϕ = ( σ x − σ z ) 2 + 4 τ x z 2 2 − σ x + σ z...

... domain. Examples are given for a slope stability problem and compared with conventional design guidance. 01 11 2019 15 12 2020 © 2021 Thomas Telford Ltd 2021 limit state design/analysis numerical modelling reinforced soils Stabilisation of slopes or construction...

..., provided the original work is properly cited. design limit state design/analysis numerical modelling offshore engineering piles & piling soil/structure interaction Design procedures for monopile foundations for offshore wind turbine applications typically employ simplified models...

... failure footings/foundations limit state design/analysis slopes Earthquakes have significant destabilising effects on a wide variety of geotechnical structures, including shallow foundations and slopes. Evaluating seismic bearing capacity for shallow foundations placed near slopes is a critical...

... distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. dynamics earthquakes limit state design/analysis numerical modelling tunnels & tunnelling...

... limit state design/analysis numerical modelling offshore engineering piles & piling soil/structure interaction Monopiles are typically the preferred foundation option for offshore wind turbine support structures in shallow coastal waters. Current design procedures for monopile...

..., distribution, and reproduction in any medium, provided the original work is properly cited. design limit state design/analysis numerical modelling offshore engineering piles & piling soil/structure interaction Monopile foundations are currently the preferred option for offshore wind...

... limit state design/analysis slopes suction Suppose that a rigid perfectly plastic body (shown in Fig. 1) Ω is subjected to body forces λ g and h throughout the domain and surface forces λ T and q on the stress boundary Γ_s...

... modelling footings/foundations limit state design/analysis numerical modelling offshore engineering soil/structure interaction In the load probe test, combined loading components in a prescribed ratio are applied to the foundation until failure occurs. It can be difficult to determine accurate...

... clays limit state design/analysis numerical modelling penetrometers soil/structure interaction T-bar penetrometers are commonly used to determine the undrained strength profiles of soft clay (Chung & Randolph, 2004 ; Hill & Jacob, 2008 ; Yafrate et al., 2009 ; Dejong...

...) a rotational failure mechanism around the same rotation centre is applied to all rigid failure blocks. 22 01 2018 11 01 2019 © 2019 Thomas Telford Ltd 2019 earthquakes failure limit state design/analysis plasticity slopes Limit analysis has been widely employed in slope...

... Telford Ltd 2019 limit state design/analysis rocks/rock mechanics statistical analysis Consider a case where the intention is to fit a model with statistical parameters θ (e.g. mean, standard deviation, or regression parameters) to multiple data groups indexed by j...

..., experimental verification is lacking. Fig. 2. Suggested failure modes beneath a single tyre: (a) general shear failure; (b) local shear failure; (c) punching shear failure deformation full-scale tests limit state design/analysis pavements & roads strain A flexible pavement, so...

... of the ultimate lateral bearing capacity factor 09 06 2017 19 01 2018 earth pressure excavation finite-element modelling limit state design/analysis limit equilibrium methods piles & piling retaining walls Excavations in urban areas are often supported by soldier pile walls...

... ground movements limit state design/analysis plasticity soil/structure interaction The difference in stiffness and weight between the sliding body and a structure disturbs the displacement field of the landslide. This disturbance leads to stress changes which eventually result in one...

... v x i = − cos θ i − π 2 = − sin ⁡ θ i v y i = − sin θ i − π 2 = cos ⁡ θ i 01 08 2016 22 06 2017 © 2017 Thomas Telford Ltd 2017 earthquakes landslides limit state design/analysis plasticity...

... (Randolph, 2004). 07 10 2016 14 03 2017 © 2017 Thomas Telford Ltd 2017 clays limit state design/analysis numerical modelling offshore engineering pipes & pipelines plasticity Offshore oil and gas pipelines are frequently required to operate at high pressure and high...