Zobrazeno 1 - 10
of 121
pro vyhledávání: '"Muhammad Shazzad Hossain"'
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 23:112-128
The cone penetrometer test is widely used for in situ site investigations and for establishing direct penetrometer-to-foundation or -anchor design correlations. This paper focuses on soil flow mechanisms during the continuous penetration of a cone pe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eda764b8bc117c2dfbfd6af60dfc36de
https://doi.org/10.1680/jphmg.21.00042
https://doi.org/10.1680/jphmg.21.00042
Autor:
Muhammad Shazzad Hossain, Youngho Kim
Publikováno v:
Day 2 Wed, March 23, 2022.
OTC-28901-MS proposed the novel dynamically installed "fish" anchor in 2018, adopting a geometry taken from nature, for potential economic and safer tethering of floating facilities in deep water. Every cross section of the fish anchor shaft is ellip
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::10baeb01e83d53c8cadf48448b90ee4e
https://doi.org/10.4043/31423-ms
https://doi.org/10.4043/31423-ms
Publikováno v:
Canadian Geotechnical Journal. 57:1719-1732
This paper reports the soil flow mechanisms observed in centrifuge tests around full-flow (T-bar and ball) penetrometers in layered clays. The layered clay samples consisted of soft–stiff, stiff–soft, soft–stiff–soft, and stiff–soft–stiff
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9beff3ee337c95da42551588cac58ff2
https://doi.org/10.1139/cgj-2018-0094
https://doi.org/10.1139/cgj-2018-0094
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 20:150-163
Spudcan punch-through in layered seabed sediments is one of the major concerns for the jack-up industry. This paper reports the results from a series of centrifuge model tests undertaken to assess the effect of various shapes of spudcan base at mitig
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f2d4ff2e45c32f947beae7c540dceaa4
https://doi.org/10.1680/jphmg.18.00072
https://doi.org/10.1680/jphmg.18.00072
Publikováno v:
Computers and Geotechnics. 152:105004
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8d49f63a9d63636f0a68810e396c4418
https://doi.org/10.1016/j.compgeo.2022.105004
https://doi.org/10.1016/j.compgeo.2022.105004
Publikováno v:
Ocean Engineering. 260:111995
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::45bfc4a4e8fdb3b4da455c225c730d6e
https://doi.org/10.1016/j.oceaneng.2022.111995
https://doi.org/10.1016/j.oceaneng.2022.111995
Publikováno v:
Ocean Engineering. 182:343-359
Challenges associated with dynamically installed anchors (DIAs) include prediction of anchor embedment depth and subsequent pullout performance under chain loading. Numerical analyses on the behaviour of DIAs require advanced modelling methods that c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c3d26f32a365a0bba21da0126e45e2bd
https://doi.org/10.1016/j.oceaneng.2019.04.079
https://doi.org/10.1016/j.oceaneng.2019.04.079
Publikováno v:
Marine Structures. 64:421-441
This paper reports the effect of the global behaviour of three-legged jack-up rigs due to the reinstallation of spudcan footings next to seabed footprints. Two reinstallation scenarios are discussed: (i) two legs first installed on flat ground, and t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9cbce7c20a4a30eafe8fb2613631dcdb
https://doi.org/10.1016/j.marstruc.2018.12.002
https://doi.org/10.1016/j.marstruc.2018.12.002
Publikováno v:
Applied Ocean Research. 82:447-457
This paper reports five case histories of jack-up rig installation in layered soil profiles where a dominate feature was a stronger sand layer overlaying a weaker clay layer. In all cases a relatively continuous load-penetration profile was measured
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::50e141b8336691786b99c509a5518d1e
https://doi.org/10.1016/j.apor.2018.10.027
https://doi.org/10.1016/j.apor.2018.10.027
Publikováno v:
Applied Ocean Research. 82:236-244
The behaviour of spudcan foundations during the installation and preloading in two-layer sand sediments was investigated through large deformation finite element (LDFE) analyses. The LDFE analyses were carried out using the coupled Eulerian-Lagrangia
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e6107d944d11bcd75be554d7655d2461
https://doi.org/10.1016/j.apor.2018.11.008
https://doi.org/10.1016/j.apor.2018.11.008