BibTex format
@inproceedings{Byrne:2015:10.1201/b18442-96,
author = {Byrne, BW and McAdam, R and Burd, HJ and Houlsby, GT and Martin, CM and Zdravkovi, L and Taborda, DMG and Potts, DM and Jardine, RJ and Sideri, M and Schroeder, FC and Gavin, K and Doherty, P and Igoe, D and Muirwood, A and Kallehave, D and Skov, Gretlund J},
doi = {10.1201/b18442-96},
pages = {705--710},
title = {New design methods for large diameter piles under lateral loading for offshore wind applications},
url = {http://dx.doi.org/10.1201/b18442-96},
year = {2015}
}
RIS format (EndNote, RefMan)
TY - CPAPER
AB - Offshore wind turbines are typically founded on single large diameter piles, termed monopiles. Pile diameters of between 5mand 6mare routinely used, with diameters of up to 10 m, or more, being considered for future designs. There are concerns that current design approaches, such as the p − y method, which were developed for piles with a relatively large length to diameter ratio, may not be appropriate for large diameter monopiles. A joint industry project, PISA (PIle Soil Analysis), has been established to develop new design methods for large diameter monopiles under lateral loading. The project involves three strands of work; (i) numerical modelling; (ii) development of a new design method; (iii) field testing. This paper describes the framework on which the new design method is based. Analyses conducted using the new design method are compared with methods used in current practice.
AU - Byrne,BW
AU - McAdam,R
AU - Burd,HJ
AU - Houlsby,GT
AU - Martin,CM
AU - Zdravkovi,L
AU - Taborda,DMG
AU - Potts,DM
AU - Jardine,RJ
AU - Sideri,M
AU - Schroeder,FC
AU - Gavin,K
AU - Doherty,P
AU - Igoe,D
AU - Muirwood,A
AU - Kallehave,D
AU - Skov,Gretlund J
DO - 10.1201/b18442-96
EP - 710
PY - 2015///
SP - 705
TI - New design methods for large diameter piles under lateral loading for offshore wind applications
UR - http://dx.doi.org/10.1201/b18442-96
ER -