Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Kevin N. Flynn"'
Autor:
Kevin N. Flynn, Bryan A. McCabe
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 175:86-111
Preliminary pile tests are becoming increasingly routine in piling projects, some of which are instrumented to help optimise working pile design. However, the execution of a successful test on an instrumented concrete pile (ICP) is not straightforwar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6e6cb62348bad19cf6db2f65e19a7672
https://doi.org/10.1680/jgeen.21.00126
https://doi.org/10.1680/jgeen.21.00126
Autor:
Kevin N. Flynn, Bryan A. McCabe
The incorporation of strain gauges (traditionally electrical resistance and vibrating wire gauges but increasingly fibre optic sensors) within concrete piles enables an enhanced understanding of the shear stress distribution along the pile shaft and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::266a700096b6a4ed106ac4c06cd33038
http://hdl.handle.net/10379/17133
http://hdl.handle.net/10379/17133
Publikováno v:
Ocean Engineering, 266(Part 4)
Large-diameter monopiles are widely used as the foundation to support offshore wind turbines (OWTs) in shallow coastal waters. The benefits of small-to-medium diameter tapered piles have been reported in the past. The potential use of large-diameter
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bf9b219774abc542bde4c077c19d5936
https://doi.org/10.1016/j.oceaneng.2022.113017
https://doi.org/10.1016/j.oceaneng.2022.113017
Autor:
Bryan A. McCabe, Kevin N. Flynn
Publikováno v:
Soils and Foundations. 59:1946-1959
The ability of hydraulic pile driving hammers to overcome energy losses during freefall enables a greater proportion of the impact energy to be transferred to the pile than is possible with diesel hammers. This percentage, termed the energy transfer
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5d72681db23e9fc18eb2e88607afd67e
https://doi.org/10.1016/j.sandf.2019.09.003
https://doi.org/10.1016/j.sandf.2019.09.003
Autor:
Kevin N. Flynn, Bryan A. McCabe
Publikováno v:
Canadian Geotechnical Journal. 56:144-147
[No abstract available] peer-reviewed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2685e783e60f9b7f9d979c2a811dd9f8
https://doi.org/10.1139/cgj-2018-0217
https://doi.org/10.1139/cgj-2018-0217
Autor:
Kevin N. Flynn, Bryan A. McCabe
Driven cast-in-situ (DCIS) piles are classified as large displacement piles. However, the use of an oversized driving shoe introduces additional complexities influencing shaft resistance mobilisation, over and above those applicable to preformed disp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5e3060d1bb8246413597e0a93f6e26c4
http://hdl.handle.net/10379/17131
http://hdl.handle.net/10379/17131
Autor:
Kevin N. Flynn, Bryan A. McCabe
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
Databases used in developing cone penetration test (CPT)-based design methods for driven piles have been dominated by data for the preformed variant, with the driven cast-in-situ (DCIS) pil...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8cfadc4c8286eec0a5322c507cf4e560
https://doi.org/10.1061/(asce)gt.1943-5606.0002445
https://doi.org/10.1061/(asce)gt.1943-5606.0002445
Autor:
Bryan A. McCabe, Kevin N. Flynn
Driven cast-in-situ (DCIS) piles are classified as a large displacement pile, despite sharing certain aspects of their construction with replacement pile types. However, there are relatively few case histories of load tests on DCIS piles in the liter
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2a42f63abd752910e5235153b5ce7df6
http://hdl.handle.net/10379/6297
http://hdl.handle.net/10379/6297