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Bascunan, S. (author), Kaltekis, K. (author), van Dijk, B. (author), Gavin, Kenneth (author)
A joint academia-industry project, the Pile Soil Analysis (PISA) project, resulted in an empirical method for assessing the monotonic lateral loading response of large diameter monopiles. The method predicts four soil reactions, namely the distributed load and the distributed moment along the pile shaft, the pile base shear and the pile base...
conference paper 2022
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Kaltekis, K. (author), Panagoulias, S. (author), van Dijk, B.F.J. (author), Brinkgreve, R.B.J. (author), Ramos da Silva, M. (author)
Offshore wind turbine generators (WTG) are commonly founded on single large diameter piles, named monopiles. These monopiles are subjected to significant lateral loads and thereby sizeable overturning bending moments mainly due to action of wind and wave forces; thus the critical geotechnical design situation for monopiles supporting WTGs is...
journal article 2019
document
Kaltekis, K. (author), Panagoulias, S. (author), van Dijk, B.F.J. (author), Brinkgreve, R.B.J. (author), Ramos da Silva, M. (author)
poster 2019