Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Ross A. McAdam"'
Publikováno v:
Wind Energy, Vol 27, Iss 2, Pp 131-151 (2024)
Abstract While recent numerical modelling advances have enabled robust simulation of foundation hysteresis behaviour, uptake of these models has been limited in the offshore wind industry. This is partially due to modelling complexity and the unknown
Externí odkaz:
https://doaj.org/article/9c7fa1d8e9fb4f1d85e7debe4d692c3f
Autor:
Richard J. Jardine, Róisín M. Buckley, Tingfa Liu, Thomas Andolfsson, Byron W. Byrne, Stavroula Kontoe, Ross A. McAdam, Fabian Schranz, Ken Vinck
This paper describes research into the poorly understood axial behaviour of piles driven in chalk. Comprehensive dynamic and monotonic axial testing on 27, mostly instrumented, piles undertaken for the ALPACA joint industry projects is reported and i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4544f7e009c262bcf235f49b1c287dac
http://hdl.handle.net/10044/1/102796
http://hdl.handle.net/10044/1/102796
Autor:
Róisín M. Buckley, Richard J. Jardine, Stavroula Kontoe, Tingfa Liu, Byron W. Byrne, Ross A. McAdam, Fabian Schranz, Ken Vinck
Comprehensive field investigations into the axial cyclic loading behaviour of open steel pipe piles driven and aged in low-to-medium-density chalk identify the conditions under which behaviour is stable, unstable or metastable. Post-cycling monotonic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::823deb415a389da11a2475c713ca1f92
http://hdl.handle.net/10044/1/102799
http://hdl.handle.net/10044/1/102799
Autor:
Reza Ahmadi-Naghadeh, Tingfa Liu, Ken Vinck, Richard J. Jardine, Stavroula Kontoe, Byron W. Byrne, Ross A. McAdam
This paper reports the cyclic behaviour of chalk, which has yet to be studied comprehensively. Multiple undrained high-resolution cyclic triaxial experiments on low- to medium-density intact chalk, along with index and monotonic reference tests, defi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0ef8de9978a77127dd85e60e3a4bc82e
https://doi.org/10.1680/jgeot.21.00198
https://doi.org/10.1680/jgeot.21.00198
Autor:
Kenneth Gavin, Ross A. McAdam, Wjap Beuckelaers, Guy T. Houlsby, Richard J. Jardine, J Skov Gretlund, Harvey J. Burd, Byron W. Byrne, A Muir Wood, David M. Potts, Lidija Zdravković, David Igoe, David M. G. Taborda, Christopher M. Martin
Publikováno v:
Geotechnique: international journal of soil mechanics, 70(11)
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9077796003178002226469e9f8373ddf
https://doi.org/10.1680/jgeot.18.pisa.003
https://doi.org/10.1680/jgeot.18.pisa.003
Autor:
Harvey J. Burd, David Igoe, David M. G. Taborda, Kenneth Gavin, David M. Potts, William J.A.P. Beuckelaers, Richard J. Jardine, Guy T. Houlsby, Byron W. Byrne, Lidija Zdravković, Jesper Skov Gretlund, Ross A. McAdam, Christopher M. Martin, Alastair Muir Wood
Publikováno v:
Geotechnique: international journal of soil mechanics, 70(11)
The PISA Joint Industry Research Project was concerned with the development of improved design methods for monopile foundations in offshore wind applications. PISA involved large-scale pile tests in overconsolidated glacial till at Cowden, north-east
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::83ad6a85e792e319b722610ac8fe20c6
https://doi.org/10.1680/jgeot.18.pisa.002
https://doi.org/10.1680/jgeot.18.pisa.002
Autor:
Ken Vinck, Tingfa Liu, Richard J. Jardine, Stavroula Kontoe, Reza Ahmadi-Naghadeh, Róisín M. Buckley, Byron W. Byrne, James A. Lawrence, Ross A. McAdam, Fabian Schranz
Low- to medium-density chalk at St Nicholas at Wade, UK, is characterised by intensive testing to inform the interpretation of axial and lateral tests on driven piles. The chalk destructures when taken to large strains, especially under dynamic loadi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c5dff1eadcd05ee5d22aa6fb002c55d8
https://eprints.gla.ac.uk/268666/1/268666.pdf
https://eprints.gla.ac.uk/268666/1/268666.pdf
Autor:
Brian B. Sheil, Phillipa L. Slater, Steven G. Heald, Byron W. Byrne, Harvey J. Burd, Ross A. McAdam, Russell O. Mayall, Richard J. S. Whitehouse
Publikováno v:
Journal of Waterway, Port, Coastal, and Ocean Engineering. 146
Scour erosion processes can occur at seabed level around offshore wind turbine monopile foundations. These scour processes are often especially severe at sites where mobile sediments, such as sands, are present in the superficial seabed soils. Loss o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6552be942e81ff6dd5cac5a411ccfce6
https://doi.org/10.1061/(asce)ww.1943-5460.0000587
https://doi.org/10.1061/(asce)ww.1943-5460.0000587
Autor:
Róisín M. Buckley, James Doherty, Richard J. Jardine, Byron W. Byrne, Mark Randolph, Stavroula Kontoe, Ross A. McAdam
This paper reports the use of optical fiber Bragg-grating (FBG) sensors to monitor the stress waves generated below ground during pile driving, combined with measurements using conventional pile driving analyzer (PDA) sensors mounted at the pile head
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ff1c595ddaf7c8cb396c56185ca3f7fd
https://eprints.gla.ac.uk/227990/1/227990.pdf
https://eprints.gla.ac.uk/227990/1/227990.pdf
Autor:
Byron W. Byrne, Kenneth Gavin, Christopher M. Martin, Richard J. Jardine, Guy T. Houlsby, Ross A. McAdam, David M. G. Taborda, Lidija Zdravković, David M. Potts, Harvey J. Burd, Christelle N. Abadie, Antonio M. G. Pedro, David Igoe
Publikováno v:
Geotechnique: international journal of soil mechanics, 70(11)
This paper describes a one-dimensional (1D) computational model for the analysis and design of laterally loaded monopile foundations for offshore wind turbine applications. The model represents the monopile as an embedded beam and specially formulate
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::af4ebd705c001aa1e012f8f765e38631