Rigid pile response to cyclic lateral loading: laboratory tests

Autor: Abadie, CN, Byrne, BW, Houlsby, GT

Publikováno v: Géotechnique. 69:863-876

This paper presents experimental work aimed at improving understanding of the behaviour of rigid monopiles, in cohesionless soils, subjected to lateral cyclic loading. It involves 1g laboratory model tests, scaled to represent monopile foundations fo

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a6ed1af17b2190c567eef871cb64cc9e
https://doi.org/10.1680/jgeot.16.p.325

Foundation Design of Offshore Wind Structures

Autor: Burd, HJ, Byrne, BW, McAdam, R, Houlsby, GT, Martin, CM, Beuckelaers, WJAP, Zdravkovic, L, Taborda, DMG, Potts, DM, Jardine, RJ, Gavin, K, Doherty, P, Igoe, D, Skov Gretlund, J, Pacheco Andrade, M, Muir Wood, A

Publikováno v: TC209 Workshop on Foundation Design of Offshore Wind Structures, 19th International Conference on Soil Mechanics and Geotechnical Engineering

This paper describes the outcome of a recently completed research project – known as PISA – on the development of a new process for the design of monopile foundations for offshore wind turbine support structures. The PISA research was concerned w

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______1032::bc18959fb0b914e0a45da47e699d57e4
http://hdl.handle.net/10044/1/55424

A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay

Autor: Cassidy, MJ, Byrne, BW, Randolph, MF

Publikováno v: Géotechnique. 54:91-106

Experimental data from loading tests of model circular footings on soft normally consolidated clay are presented. The experiments were carried out on a drum centrifuge at a radial acceleration level equivalent to 100 times Earth's gravity, ensuring c

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f2a6bd133f7f7b88b2ccb01c00550c18
https://doi.org/10.1680/geot.2004.54.2.91

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