... where T max is the maximum tensile strength of the geogrid (90 kN/m). finite-element modelling geosynthetics GRPSE multi-objective optimisation neural networks surrogate modelling UN SDG 9: Industry innovation and infrastructure This research is supported by the new...

.... Corresponding author A.P. Dyson (ashley.dyson@utas.edu.au) 14 08 2025 08 11 2025 © 2025 Emerald Publishing Limited 2025 Emerald Publishing Limited Licensed re-use rights only clays computational geotechnics finite-element modelling risk and probability analysis slopes...

.... Different interface friction ratios (<1·0) are achieved using a ‘thin layer method’ (Mana et al., 2010 ; Ukritchon et al., 2018), that is, setting a thin layer with the soil strength of αs_u at the mudmat–soil interface. finite-element modelling footings...

... − m M ζ f shr ⟨ − d ε v p ⟩ 27 08 2023 21 05 2024 Emerald Publishing Limited: All rights reserved 2024 constitutive relations finite-element modelling repeated loading Monopiles are the most common type of foundation used...

... provide the basis for the design of snowflake piles in future. The variables considered in the finite element model include section geometry, pile–soil adhesion coefficient and lateral loading angle. This paper will provide the new closed-form formula for the ultimate lateral pressure of snowflake piles...

... in terms of σ 1 as follows: 5 g σ 1 = σ 1 1 2 1 − σ 1 + a 1 2 1 − σ 1 − a 01 02 2022 04 04 2022 ICE Publishing: all rights reserved 2022 bearing capacity earth pressure finite-element...

... capacity remain less advanced. Anchors & anchorages bearing capacity finite-element modelling limit state design/analysis numerical modelling ICE Publishing: all rights reserved 2022 17 07 2021 15 10 2021 Fig. 6. FE calculations of the influence of n...

... in laboratory testing using DEM simulations. 25 10 2021 10 01 2022 ICE Publishing: all rights reserved 2022 elasticity finite-element modelling numerical modelling The elastic or small-strain shear modulus of soil, G 0 , depends on the effective confining stress, σ...

... of the medium, g = 9·8 m/s². To solve these governing equations, using Fourier transform with respect to time for equation (3) , 20 11 2020 21 01 2021 08 02 2021 ICE Publishing: all rights reserved 2021 dynamics finite-element modelling partial saturation...

... energy cumulated during the advanced non-linear FE (RMW model) and DEEPSOIL (MRDF model) simulations at a depth of 11 and 47 m 21 05 2020 21 01 2021 21 01 2021 ICE Publishing: all rights reserved 2021 constitutive relations dynamics finite-element modelling...

... ≤ 10°). Fig. 2. Vertical cut ( β = 90 deg ) by FELA and Taylor's circle finite-element modelling plasticity slopes The widely used charts of Taylor (1937 , 1948) for undrained slope stability analysis are based on the assumption of a circular failure mechanism...

...://creativecommons.org/licenses/by/4.0/) 2019 This is an open-access article 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. design finite-element modelling...

... 2019 28 02 2019 ICE Publishing: all rights reserved 2019 clays finite-element modelling piles & piling Estimation of the ultimate lateral resistance of pile groups is a critical issue for designs of pile-supported offshore wind turbines, which are always subjected...

... cited. field instrumentation finite-element modelling in situ testing Fig. 7. Calculated vertical displacement of the pile during the load test The continuous nature of the monitored field data provides valuable detailed information on the axial strains along the pile depth...

... of borehole heat exchanger according to Paul (1996) : (a) along the outer wall, (b) average, (c) close together 08 06 2016 30 10 2016 03 11 2016 ICE Publishing: all rights reserved 2016 design finite-element modelling numerical modelling temperature effects Heat...

... 2015 finite-element modelling model tests repeated loading temperature effects Temperature changes and biased forces may cause accumulation of plastic displacement in geosystems consisting of discrete components and interfaces. Examples of thermally driven displacements have been...

... 2015 electrokinetics finite-element modelling ground improvement settlement As an innovative and effective ground improvement method for soft clays, electro-osmosis consolidation has generated much interest in geotechnical engineering for many decades. Since the 1960s, laboratory...

... 26 03 2015 ICE Publishing: all rights reserved 2015 finite-element modelling model tests repeated loading temperature effects Energy conservation and Le Chatelier's principle state that a system in equilibrium could experience a mechanical reaction to oppose an imposed...

.... 16 03 2014 30 04 2014 08 07 2014 ICE Publishing: all rights reserved 2014 finite-element modelling friction piles temperature effects theoretical analysis The operation of heat exchanger piles creates differential temperatures between the pile and the soil around...

.... In this case, the amount of heat stored is not sensitive to the soil thermal conductivity but to the grout thermal conductivity. ICE Publishing: all rights reserved 2014 finite-element modelling groundwater numerical modelling temperature effects 20 08 2013 16 01 2014 30 04...