Zobrazeno 1 - 10
of 123
pro vyhledávání: '"Richard J. Jardine"'
Autor:
Tingfa Liu, Pedro M.V. Ferreira, Ken Vinck, Matthew R. Coop, Richard J. Jardine, Stavroula Kontoe
Publikováno v:
Soils and Foundations, Vol 63, Iss 1, Pp 101268- (2023)
Experiments are described which provided the basis for advanced numerical modelling of large-scale axial and lateral pile tests undertaken chalk to assist the design of offshore wind and other projects in northern Europe. The research explored the me
Externí odkaz:
https://doaj.org/article/41a04acbb6ff4e488e8ab65b857d68e8
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
Publikováno v:
Canadian Geotechnical Journal. 58:650-665
Pile driving in low- to medium-density chalk is subject to significant uncertainty. Predictions of “chalk resistance to driving” (CRD) often vary considerably from field driving behaviour, with both pile refusals and free falls under zero load be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c2976cbd9df40498ddb158b0ab7b5d62
https://doi.org/10.1139/cgj-2019-0703
https://doi.org/10.1139/cgj-2019-0703
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:
Richard J. Jardine, Emil Ushev
Analysis of foundation behaviour under repeated loading can be important to the design of offshore facilities, towers, bridges, wind turbines and other structures. Although detailed guidance is available on how some geomaterials behave under cycling,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f6efda1c7b5c5d41406785ef83fc02dd
http://hdl.handle.net/10044/1/94263
http://hdl.handle.net/10044/1/94263
Optimal whole life design for railways, highways, runways, and metro lines requires an accurate assessment of how their underlying geomaterials respond to large numbers of wheel-loading cycles. This paper presents an experimental study on a natural U
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5499104cd284e2b0389518e4acdaa38a
http://hdl.handle.net/10044/1/93936
http://hdl.handle.net/10044/1/93936