@book{9a3f3c5219404fdfb5f01c375755120e,
title = "Physical Modelling of Cyclic Laterally Loaded Pile in Cohesionless Soil",
abstract = "Offshore wind turbines are normally founded with large diameter monopiles and placed in rough environments subjected to variable lateral loads from wind and waves. A long-term lateral loading may create rotation (tilt) of the pile by change in the pile-soil system which is critical in the serviceability limit state. In this paper small-scale testing of a pile subjected to cyclic, lateral loading is treated in order to investigate the effect of cyclic loading. The test setup, which is an improvement of a previous setup, is described and the first results of testing are compared with previous results and theory.",
keywords = "Monopiles, Sand, Soil Conditions, Long-Term Lateral Loading, Soil-Pile System, Cyclic Loading, Monopiles, Sand, Soil Conditions, Long-Term Lateral Loading, Soil-Pile System, Cyclic Loading",
author = "Mette Hansen and Wolf, {Torben K.} and Rasmussen, {Kristian L.} and Roesen, {Hanne Ravn} and Ibsen, {Lars Bo}",
year = "2013",
language = "English",
series = "DCE Technical Memorandum",
publisher = "Department of Civil Engineering, Aalborg University",
number = "026",
address = "Denmark",
}