Zobrazeno 1 - 10
of 76
pro vyhledávání: '"Byron W. Byrne"'
Publikováno v:
Géotechnique. 72:632-641
Large-diameter open caissons are an increasingly common means of constructing underground storage and attenuation tanks, as well as launch and reception shafts for tunnel-boring machines. A ‘cutting face’ at the base of the caisson wall, resembli
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 175:323-339
Large-diameter open caissons are a widely used construction solution for deep foundations, underground storage and attenuation tanks, pumping stations, and launch and reception shafts for tunnel boring machines. The sinking phase presents a number of
Publikováno v:
Géotechnique. 72:407-423
Suction caisson foundations provide options for new foundation systems for offshore structures, particularly for wind turbine applications. During the foundation design process, it is necessary to make reliable predictions of the stiffness of the fou
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:
Christelle N. Abadie, William J. A. P. Beuckelaers, Byron W. Byrne, Guy T. Houlsby, Harvey J. Burd, Ross McAdam
This paper explores the application of a numerical method for modelling pseudo-random cyclic loading, at very large cycle numbers, to the design of offshore wind turbine foundations. The work expands the development of a novel constitutive modelling
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5f212dfddc16cd30c57e6bd6dd34ed7d
https://ora.ox.ac.uk/objects/uuid:5077c91e-daec-48a8-ad24-de711938f81d
https://ora.ox.ac.uk/objects/uuid:5077c91e-daec-48a8-ad24-de711938f81d
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:
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
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
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:
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