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1-7 of 7
Keywords: uplift displacement
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Proceedings Papers
Paper presented at the The 26th International Ocean and Polar Engineering Conference, June 26–July 2, 2016
Paper Number: ISOPE-I-16-370
... displacement (mm) Mesh 1 Mesh 2 Mesh 3 Fig. 2 Results at different mesh densities 0 25 50 75 100 125 150 0 50 100 150 200 250 Uplift displacement (mm) U p li ft r es is ta n ce ( k N ) v=0.1B m/s v=0.05B m/s v=0.025B m/s Fig. 3 Results at different pullout rates SOIL CONSTITUTIVE MODELS Modeling of Loose Sand...
Proceedings Papers
Paper presented at the The Twenty-fifth International Ocean and Polar Engineering Conference, June 21–26, 2015
Paper Number: ISOPE-I-15-434
... of the sensitivity studies for different imperfection heights & soil conditions are presented here. Imperfection height Table 1 shows the maximum uplift displacement of the pipeline for 68 imperfection heights of 0.25m, 0.3m, 0.35m & 0.4m. The cases in which pipeline upheaval buckling occurs have been highlighted...
Proceedings Papers
Paper presented at the The Twenty-third International Offshore and Polar Engineering Conference, June 30–July 5, 2013
Paper Number: ISOPE-I-13-261
... breakout factor. The breakout factors given by the experimental tests agree well with the predictions by the equation of Meyerhof and Adams (1968). failure mechanism anchor failure surface resistance uplift displacement dense sand displacement field pullout capacity model test anchor edge...
Proceedings Papers
Paper presented at the The Twenty-first International Offshore and Polar Engineering Conference, June 19–24, 2011
Paper Number: ISOPE-I-11-510
... (DEM) was used. This demonstrated that the upper resultant force acting on it and the uplift displacement of it become larger as the diameter of the structure becomes larger. In addition, it was found that the uplift behavior of the structure is influenced by the displacement of the surrounding ground...
Proceedings Papers
Paper presented at the The Twentieth International Offshore and Polar Engineering Conference, June 20–25, 2010
Paper Number: ISOPE-I-10-116
... structures based on the equilibrium of vertical forces acting on the structures. Yuasa et al. (2000) clarified that the uplift of the underground structures was caused by the transmission of pressure from liquefiable soil and preventing the transmission reduced the uplift displacement. However, the resultant...
Proceedings Papers
Paper presented at the The Eighteenth International Offshore and Polar Engineering Conference, July 6–11, 2008
Paper Number: ISOPE-I-08-076
... upstream oil & gas installation cyclic loading sequence displacement magnitude consolidation uplift capacity foundation test cyc-1 embedment stiffness excess pore pressure uplift displacement loading sequence uplift average stiffness base plate cyclic loading Response...
Proceedings Papers
Paper presented at the The Fifteenth International Offshore and Polar Engineering Conference, June 19–24, 2005
Paper Number: ISOPE-I-05-203
... ABSTRACT In this paper, the uplift mechanism of buried pipe subjected to cyclic simple shear in dry sand was discussed. The uplift displacement of buried pipe and the contact force distributions between soil particles are calculated by Distinct Element Method. As a result, it was found...