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Keywords: effective stress
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Proceedings Papers

Paper presented at the The 33rd International Ocean and Polar Engineering Conference, June 19–23, 2023
Paper Number: ISOPE-I-23-062
... tensile load liquefaction seismic performance effective stress anchor pga pore pressure engineering suction caisson anchor tensile loading displacement vertical tensile loading dynamic analysis seismic loading excess pore pressure static vertical tensile load fos 1 Proceedings...
Proceedings Papers

Paper presented at the The 33rd International Ocean and Polar Engineering Conference, June 19–23, 2023
Paper Number: ISOPE-I-23-183
... the PFS method had been applied (Otani, 2017). upstream oil & gas displacement japan government structural geology plate tectonics asia government numerical analysis underground structure embankment settlement vibration liquefaction initial effective stress vertical displacement...
Proceedings Papers

Paper presented at the The 31st International Ocean and Polar Engineering Conference, June 20–25, 2021
Paper Number: ISOPE-I-21-1286
... piping simulation experiment subsidence effective stress plaxis aukenthaler & grimstad permafrost constitutive model ghoreishian compression test suction soil model settlement deformation Proceedings of the Thirty-first (2021) International Ocean and Polar Engineering Conference...
Proceedings Papers

Paper presented at the The 30th International Ocean and Polar Engineering Conference, October 11–16, 2020
Paper Number: ISOPE-I-20-2151
... of the plough share but also on the soil permeability and its potential to dilate (relative density, or unit weight γ and depth of ploughing) during shearing, resulting in low pore pressures and increased effective stress (Lauder et al., 2012). offshore pipeline wintgen forecutter rate effect static...
Proceedings Papers

Paper presented at the The 29th International Ocean and Polar Engineering Conference, June 16–21, 2019
Paper Number: ISOPE-I-19-646
... provide theoretical references for the protection of the submarine pipeline, too. physical model test anchor height offshore pipeline coefficient midstream oil & gas effective stress penetration depth anchor model test submarine pipeline anchor weight finite element model simulation...
Proceedings Papers

Paper presented at the The 29th International Ocean and Polar Engineering Conference, June 16–21, 2019
Paper Number: ISOPE-I-19-290
... modeling & simulation simulation result effective stress material model tank structure upstream oil & gas top plate thickness numerical simulation full water maximum acceleration deformation displacement plate increase Analysis of Impact Resistance Characteristics of Water-filled...
Proceedings Papers

Paper presented at the The 29th International Ocean and Polar Engineering Conference, June 16–21, 2019
Paper Number: ISOPE-I-19-495
... liquefaction wave-induced interaction offshore pipeline interaction wang wave pressure zhang upstream oil & gas wave theory kpa consolidation theory antinode effective stress loading wave-induced excess pore pressure constitutive model seabed surface excess pore pressure excess pore...
Proceedings Papers

Paper presented at the The 29th International Ocean and Polar Engineering Conference, June 16–21, 2019
Paper Number: ISOPE-I-19-055
... ABSTRACT In the present paper, the liquefaction potential and the change in effective stress associated with the gap between the water pressure on the ground surface and the pore water pressure in the ground induced by tsunami inundation have been numerically studied. From the numerical...
Proceedings Papers

Paper presented at the The 27th International Ocean and Polar Engineering Conference, June 25–30, 2017
Paper Number: ISOPE-I-17-547
.... The pressure gradually decreases from the neighborhood of well to surrounding layers and MH dissociation occurs. It is predicted that the sediment deformation and consolidation occurs due to MH dissociation and increases the effective stress during depressurizing operation. Consolidation and deformation...
Proceedings Papers

Paper presented at the The 26th International Ocean and Polar Engineering Conference, June 26–July 2, 2016
Paper Number: ISOPE-I-16-431
... and overtops a coastal dyke, there is a possibility that liquefaction occurs by earthquakes and promotes scour at the landward toe. Liquefaction is caused by a decrease in effective stress. Therefore, it is important to evaluate the influence of the effective stress on the scour due to overtopping...
Proceedings Papers

Paper presented at the The 26th International Ocean and Polar Engineering Conference, June 26–July 2, 2016
Paper Number: ISOPE-I-16-499
... and instability of a rubble-mound breakwater. Particularly, the instantaneous liquefaction of seabed around the rubble foundation of a typical breakwater cross-section is evaluated based on the mean effective stress criterion. Analysis of breakwater-seabed system as a whole requires accurate modeling of soil...
Proceedings Papers

Paper presented at the The Twenty-fifth International Ocean and Polar Engineering Conference, June 21–26, 2015
Paper Number: ISOPE-I-15-346
...) method to track the free surface of water. The seabed is treated as porous medium and characterized by Biot s partly dynamic (u-p) formulations. Using this model, we study the distribution of pore pressure and effective stress of seabed under cnoidal wave, solitary wave and random wave. Numerical results...
Proceedings Papers

Paper presented at the The Twenty-fifth International Ocean and Polar Engineering Conference, June 21–26, 2015
Paper Number: ISOPE-I-15-409
... correlation porosity pressure transient analysis pressure transient testing fracture shale gas reservoir horizontal well drillstem testing upstream oil & gas exponential correlation geomechanical effect effective stress power law correlation coefficient complex reservoir initial effective...
Proceedings Papers

Paper presented at the The Twenty-fourth International Ocean and Polar Engineering Conference, June 15–20, 2014
Paper Number: ISOPE-I-14-207
... suction bucket bucket lid suction pressure effective stress foundation reservoir simulation resistance suction resistance fluid dynamics seepage numerical simulation skin friction flow in porous media Numerical Simulation of the Tensile Resistance of Suction Buckets in Sand Martin Achmus...
Proceedings Papers

Paper presented at the The Twenty-fourth International Ocean and Polar Engineering Conference, June 15–20, 2014
Paper Number: ISOPE-I-14-368
... history structural analysis effective stress experiment independent lng tank pressure signal effective stress distribution stress distribution structural assessment safety assessment liquified natural gas dynamic pressure gas monetization Structural Assessment under Sloshing Impact...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-214
... seabed response is one of the important factors in the design of offshore pipeline. When water waves propagate over a porous seabed, the dynamic wave pressure acting on the seabed surface will further induce excess pore pressure and effective stresses. When the pore pressure increases with accompanying...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-433
... jeng wave period seabed surface engineering upstream oil & gas maximum value boundary condition effective stress consolidation reservoir simulation equation fluid dynamics investigation interaction displacement wave-seabed interaction approximation Investigation of the Poro...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-303
... calculation is based only on the relative density and the vertical effective stress. Thus, API-00 reflects few of the main influencing factors. The CPT-based methods allow for better predictions of the relative density, compressibility, and stress level of the soil by using the CPT cone resistance qc...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-249
... a mechanical model which can express such distinctive consolidation characteristics of quasi-overconsolidated clays as mentioned (Oda and Matsui, 2004 and 2005a; Oda et al, 2005b). It has been found that the linear relationship between void ratio and logarithm of vertical effective stress is not available...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-331
...-drained triaxial tests performed according to DIN and BS on real marine sediments and on standard quartz sand. quartz sand consolidated-drained triaxial test shear rate kolymba din cohesion triaxial test standard quartz sand axial strain comparison study effective stress volumetric...

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