Zoeken
Zoeken kan via de modus 'eenvoudig zoeken' (één veld) of uitgebreid via 'geavanceerd zoeken' (meerdere velden). Zo kan je bv. zoeken op een combinatie van een auteursnaam (auteur), een jaartal (jaar) en een documenttype.
Boekenmand
Nuttige resultaten kan je aanvinken en toevoegen aan een mandje. De inhoud hiervan kan je exporteren of afdrukken (naar bv. PDF).
RSS
Op de hoogte blijven van nieuw toegevoegde publicaties binnen uw interessegebied? Dit kan door een RSS-feed (?) te maken van jouw zoekopdracht.
nieuwe zoekopdracht
| one publication added to basket [337592] |
Monotonic laterally loaded pile testing in a stiff glacial clay till at Cowden
Byrne, B.W.; McAdam, R.A.; Burd, H.J.; Beuckelaers, W.J.A.P.; Gavin, K.G.; Houlsby, G.T.; Igoe, D.J.P.; Jardine, R.J.; Martin, C.M.; Wood, A.M.; Potts, D.M.; Gretlund, J.S.; Taborda, D.M.G.; Zdravkovic, L. (2020). Monotonic laterally loaded pile testing in a stiff glacial clay till at Cowden. Geotechnique 70(11): 970-985. https://hdl.handle.net/10.1680/jgeot.18.PISA.003
In: Geotechnique: the international journal of soil mechanics. Institution of Civil Engineers: London. ISSN 0016-8505; e-ISSN 1751-7656, meer
|   |
| Trefwoord |
|
| Author keywords |
full-scale tests; model tests; offshore engineering; piles & piling; soil/structure interaction |
| Auteurs | | Top |
- Byrne, B.W.
- McAdam, R.A.
- Burd, H.J.
- Beuckelaers, W.J.A.P.
- Gavin, K.G.
|
- Houlsby, G.T.
- Igoe, D.J.P.
- Jardine, R.J.
- Martin, C.M.
- Wood, A.M.
|
- Potts, D.M.
- Gretlund, J.S.
- Taborda, D.M.G.
- Zdravkovic, L.
|
| Abstract |
This paper describes the results obtained from a field testing campaign on laterally loaded monopiles conducted at Cowden, UK, where the soil consists principally of a heavily overconsolidated glacial till. These tests formed part of the PISA project on the development of improved design methods for monopile foundations for offshore wind turbines. Results obtained for monotonic loading tests on piles of three different diameters (0·273 m, 0·762 m and 2·0 m) are presented. The piles had length-to-diameter ratios (L/D) of between 3 and 10. The tests included the application of monotonic loading incorporating periods of constant load to investigate creep effects, and investigations on the influence of loading rate. Data are presented on measured bending moments and inclinations induced in the piles. Inferred data on lateral displacements of the embedded section of the piles are determined using an optimised structural model. These field data support the development of a new one-dimensional modelling approach for the design of monopile foundations for offshore wind turbines. They also form a unique database of field measurements in an overconsolidated clay, from lateral loading of piles at a vertical distance above the ground surface. |
IMIS is ontwikkeld en wordt gehost door het VLIZ.
