PFEM analysis of installation effects on axial performance of jacked piles in chalk
Visualitza/Obre
10.23967/particles.2021.004
Inclou dades d'ús des de 2022
Cita com:
hdl:2117/368830
Tipus de documentText en actes de congrés
Data publicació2021
EditorInternational Centre for Numerical Methods in Engineering (CIMNE)
Condicions d'accésAccés obert
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continguts d'aquesta obra estan subjectes a la llicència de Creative Commons
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Reconeixement-NoComercial-CompartirIgual 4.0 Internacional
Abstract
Chalk is present in a large area of the East and South coast of the UK where renewables are now being installed. In most cases they are founded on displacement piles, whose design uses empirical methods or partial (wished-in-place) simulations. Installation effects such as grain crushing and pore pressure generation are conservatively estimated (if considered at all), as the change of chalk properties around the pile due to pile installation cannot be easily quantified. In this work it is shown how advanced numerical modelling can be used to guide the design of the foundations in these complex soils.
CitacióCiantia, M. [et al.]. PFEM analysis of installation effects on axial performance of jacked piles in chalk. A: International Conference on Particle-Based Methods. "Presentations and videos to 7th edition of the International Conference on Particle-based Methods (Particles 2021)". Barcelona: International Centre for Numerical Methods in Engineering (CIMNE), 2021, p. 1-8. DOI 10.23967/particles.2021.004.
Versió de l'editorhttps://www.scipedia.com/public/Ciantia_et_al_2022a
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33873884.pdf | 1,301Mb | Visualitza/Obre |