Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Tai Bin Zhang"'
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 174:549-562
The model uncertainty is explored for two ISO methods to estimate the peak penetration resistance in an offshore spudcan foundation punch-through incident. The model factor, defined as the ratio of measured resistance to calculated resistance, is int
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7217ce469d34bd23e3c3816be948a689
https://doi.org/10.1680/jgeen.21.00003
https://doi.org/10.1680/jgeen.21.00003
Determination of the ultimate consolidation settlement of jack-up spudcan footings embedded in clays
Publikováno v:
Ocean Engineering. 236:109509
When jack-up platforms are deployed for long-term services such as those functioning as production units, the consolidation settlement of spudcan footings is an issue of particular concern. Unpredicted and thus unprepared settlement may do harm to th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bc6971739897fa1a83a8880ada6c94e6
https://doi.org/10.1016/j.oceaneng.2021.109509
https://doi.org/10.1016/j.oceaneng.2021.109509
Publikováno v:
Applied Ocean Research. 112:102698
Piles are usually installed in both onshore and offshore sites to transit the structural loads through soft or loose soil layers to competent soil strata. Although the installation of a single pile is usually considered to be undrained, consolidation
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c5ce4c4c6ee2f9997dc4d76a43fef9e9
https://doi.org/10.1016/j.apor.2021.102698
https://doi.org/10.1016/j.apor.2021.102698
Publikováno v:
Proceedings of the Institution of Civil Engineers: Geotechnical Engineering; Oct2021, Vol. 174 Issue 5, p549-562, 14p