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<https://discovery.ucl.ac.uk/id/eprint/10189340> <http://purl.org/dc/terms/title> "Installation of open-ended piles: A numerical investigation into the effects on the state of silica sand"^^<http://www.w3.org/2001/XMLSchema#string> .
<https://discovery.ucl.ac.uk/id/eprint/10189340> <http://purl.org/ontology/bibo/abstract> "Up to this day, there are great uncertainties in the design procedures of monopiles, especially\r\nconcerning the soil state condition and penetration response during their installation. A\r\nnumerical model, based on the Coupled Eulerian method and using the hypoplastic law with\r\nintergranular strain, is proposed and validated in this paper, after which a series of open-ended\r\npile installation tests have been carried out numerically, to investigate the influence of the\r\njacked installation on the initial conditions for three types of silica sand. A range of soil densities\r\nand pile diameters is considered in this analysis. A full investigation of the installation forces,\r\nstress level, changes in volume-stress level and voids ratio is conducted. The numerical\r\nsolution provided a correlation between the penetration resistance and the granulometric\r\nproperties of the studied sands. Subsequently, the radial stresses in the surrounding soil mass\r\nare correlated with the type of sand and its relative density. The stress-volume state of a set of\r\npoints in the soil domain during installation is presented and discussed from the critical state\r\nframework, revealing the contribution of the in-situ state in the pile installation. Finally, the\r\nlateral earth pressure resulting after installation is presented."^^<http://www.w3.org/2001/XMLSchema#string> .
<https://discovery.ucl.ac.uk/id/eprint/10189340> <http://purl.org/dc/terms/date> "2024-06" .
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