Zobrazeno 1 - 10
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pro vyhledávání: '"E.C. Clukey"'
Akademický článek
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Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 139:2182-2192
A hybrid subsea foundation (HSF) is defined here as the combination of shallow and deep foundations, designed such that both shallow and deep foundation elements contribute to the total foundation capacity. In this project the type of HSF investigate
Publikováno v:
Frontiers in Offshore Geotechnics II ISBN: 9780429213038
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6efa04952ca95a691c4d928703a16c6f
https://doi.org/10.1201/b10132-11
https://doi.org/10.1201/b10132-11
Publikováno v:
All Days.
Abstract Currently API provides two sets of guidelines for the design of offshore piles in compression. The first is a working stress design approach (WSD), while the second and more recent is a reliability-based approach that uses load and resistanc
Publikováno v:
All Days.
ABSTRACT This paper describes a series of seven cyclic loading tests performed in a centrifuge to evaluate the behavior of steel suction caissons under uplift loadings with soil conditions typical of deepwater Gulf of Mexico (GOM). Suctioncaissons ar
Publikováno v:
All Days.
ADSTRACT High resolution swath bathymehy was collected with a deeptowed vehicle, along two pipeline route corridors in the Mississippi Canyon region of the Gulf of Mexico (GOA$. Swath bathymetry was also collected with shallow-towed and hull-mounted
Akademický článek
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Publikováno v:
Offshore Technology Conference.
Publikováno v:
Offshore Technology Conference.
A significant portion of a proposed Exxon pipeline gathering system offshore Mobile Bay, Alabama would be constructed in sandy soils. If the pipeline trench were mechanically backfilled the soil density susceptible to wave-induced liquefaction. If th
Publikováno v:
University of Western Australia
Scopus-Elsevier
Scopus-Elsevier
Abstract The capacity of suction caissons to withstand uplift loads relies on suctionsinduced beneath the caisson base and within the internal soil plug. Thesesuctions can be relied upon for short-term loading such as due to wave action, but are more
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d0f90afab281411f752d620e302fa84e
https://research-repository.uwa.edu.au/en/publications/6415499e-a0e4-4ca7-aa27-8a8367fe6cd8
https://research-repository.uwa.edu.au/en/publications/6415499e-a0e4-4ca7-aa27-8a8367fe6cd8