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Proceedings Papers

Paper presented at the The 32nd International Ocean and Polar Engineering Conference, June 5–10, 2022
Paper Number: ISOPE-I-22-329
... test grid pressure sensor model test result kpa model test data Proceedings of the Thirty-second (2022) International Ocean and Polar Engineering Conference Shanghai, China, June 5 10, 2022 Copyright © 2022 by the International Society of Offshore and Polar Engineers (ISOPE) ISBN 978-1-880653...
Proceedings Papers

Paper presented at the The 32nd International Ocean and Polar Engineering Conference, June 5–10, 2022
Paper Number: ISOPE-I-22-084
... soil university otechnique reservoir geomechanics particle size phase transition behaviour kpa sharma & ismail phase transition australia axial strain stress ratio Proceedings of the Thirty-second (2022) International Ocean and Polar Engineering Conference Shanghai, China, June 5 10...
Proceedings Papers

Paper presented at the The 31st International Ocean and Polar Engineering Conference, June 20–25, 2021
Paper Number: ISOPE-I-21-1278
... of view. Examples where ni cant role of thermal stresses. Periodic stress due to tidal or inertial these quantities play an important role are ice dynamics models (Hibler, oscillations was shown to be of the order of 50 kPa and to be caused by 1979; Richter-Menge, 1997; Richter-Menge and Elder, 1998...
Proceedings Papers

Paper presented at the The 31st International Ocean and Polar Engineering Conference, June 20–25, 2021
Paper Number: ISOPE-I-21-2153
... factor carbonate sand carbonate soil direct shear test dst pt friction angle characteristic shear stress interfacial shear property interfacial shear test relative density kpa shear test friction angle vertical stress Proceedings of the Thirty-first (2021) International Ocean and Polar...
Proceedings Papers

Paper presented at the The 30th International Ocean and Polar Engineering Conference, October 11–16, 2020
Paper Number: ISOPE-I-20-2224
... analysis innovation kpa rubble mound horizontal displacement water depth caisson mc model quay wall grouted rubble hs model soil model contact stress upgrade 2D Finite Element Method Analysis for Deepening of Existing Gravity Quay Walls Anh-Dan Nguyen1, Young-Sang Kim1, Gyeong-O Kang2, Hui...
Proceedings Papers

Paper presented at the The 30th International Ocean and Polar Engineering Conference, October 11–16, 2020
Paper Number: ISOPE-I-20-3244
... control signal repeatability wavemaker autoclave kpa multiphase wave lab Study of global wave repeatability in the new Multiphase Wave Lab (MWL) Vladimir Novakovi 1,2, Juan José Costas2, Sebastian Schreier2, Olivier Kimmoun3, Ashwin Fernandes1, Rodrigo Ezeta1, Milo Birvalski1 and Hannes Bogaert1...
Proceedings Papers

Paper presented at the The 30th International Ocean and Polar Engineering Conference, October 11–16, 2020
Paper Number: ISOPE-I-20-2210
...). Depending on the penetration speed of the Tbar both undrained and drained strength can be inferred from the measured load (Finnie & Randolph, 1994). strength & randolph bearing factor upstream oil & gas penetrometer simple shear test t-bar penetrometer kpa t-bar test mechanism...
Proceedings Papers

Paper presented at the The 29th International Ocean and Polar Engineering Conference, June 16–21, 2019
Paper Number: ISOPE-I-19-495
... an antinode Under the middle Under a node ( ) / 2z x x z (k P a) (kPa) Fig. 7 Stress paths under different positions of standing waves at z/h=- 0.1 in seabed of infinite thickness (Wang and Zhang, 2016) Before wave loadings, the seabed soil and pipeline consolidate first by the gravitational force...
Proceedings Papers

Paper presented at the The 29th International Ocean and Polar Engineering Conference, June 16–21, 2019
Paper Number: ISOPE-I-19-701
... that damaged telecommunication cables and other seafloor installations, located several hundred kilometers away from the location of initiation of the landslide (Piper et al. 1988, 1999; Fine et al. 2005). interaction seabed shear strength offshore pipeline penetration distance strength kpa...
Proceedings Papers

Paper presented at the The 29th International Ocean and Polar Engineering Conference, June 16–21, 2019
Paper Number: ISOPE-I-19-451
... during the drastic pressurizing at the initial state of the filling process. However, the numerical model was verified at the pressure conditions about 200 kPa or higher. To apply the NVF process to a low-pressure actual LNG storage tank, it should be verified to ensure that it can be performed below...
Proceedings Papers

Paper presented at the The 29th International Ocean and Polar Engineering Conference, June 16–21, 2019
Paper Number: ISOPE-I-19-537
... soil reaction pressure load-displacement curve prasad equation static load load cell kpa model pile guardrail flat ground centrifuge model test Centrifuge Model Tests on Bearing Behavior of Guardrail Supporting Piles Subjected to Horizontal Impact and Static Loads Jong Seok Yun, Min Jy...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-319
... cement-treated soil initial water content dredged soil cement content kpa time 28day volumetric solid ratio water content time 7day solid waste management tokuyama port clay formula The Effect of Sand Content on Strength Development of Cement-treated Soil with Different Initial Water...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-541
... property clay soil uniaxial vertical capacity undrained capacity abyaneh kpa shallow foundation failure envelope Capacity of Strip Foundations on Sand Overlying Clay Soils under Planar Combined Loading Saeed Abyaneh, Justin Kennedy, Alasdair Maconochie and John Oliphant TechnipFMC Aberdeen, UK...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-400
.... cone penetration model test acrylic board deformation behavior kpa shogaki semicircular tube toyoura sand penetration sampler particle sand particle kawasaki clay penetration force cone tip angle tube penetration vo 0 ground surface Effect of Confining Pressure on Deformation...
Proceedings Papers

Paper presented at the The 27th International Ocean and Polar Engineering Conference, June 25–30, 2017
Paper Number: ISOPE-I-17-366
... wave probe hull kpa measuring point 3 ship length displacement water surface wavelength coefficient pressure coefficient mmh 2 ship-wave relative motion simulation relative motion amplitude A method to predict slamming pressure based on the relative motion of ship and waves Hui Li...
Proceedings Papers

Paper presented at the The 26th International Ocean and Polar Engineering Conference, June 26–July 2, 2016
Paper Number: ISOPE-I-16-345
... footing stress level deep footing lehane kpa calculation small strain stiffness settlement effective stress level strain stiffness stiffness diameter Derivation of hardening soil model properties from triaxial tests Ahmad A. BAGBAG Barry M. LEHANE James P. DOHERTY School of Civil, Resource...
Proceedings Papers

Paper presented at the The 26th International Ocean and Polar Engineering Conference, June 26–July 2, 2016
Paper Number: ISOPE-I-16-694
... of Civil and Mechanical Engineering, Vol 7, No 3, pp 177-190. 44 peak pressure pressure distribution evolution rise time kpa particle force evolution dx 0 two-phase sph method numerical result experimental data wet surface wedge wedge speed wedge water entry calculation Abstract...
Proceedings Papers

Paper presented at the The 26th International Ocean and Polar Engineering Conference, June 26–July 2, 2016
Paper Number: ISOPE-I-16-616
... of engineering structures such as a seaplane landing gear and the bottom of high-speed vessels. kpa time history peak pressure water-entry impact ship-like section generalized wagner model pressure time history logvinovich model ocean engineering time step experiment cfd computation...
Proceedings Papers

Paper presented at the The 26th International Ocean and Polar Engineering Conference, June 26–July 2, 2016
Paper Number: ISOPE-I-16-469
..., as would be the condition for a grounded sea ice ridge or stamukha. Results showed that peak ice pressures on the platen ranged from 61 kPa to 427 kPa, with an average value of 192 kPa and a standard deviation of 131 kPa. A conservative value for the bearing capacity of grounded freshwater ice rubble can...
Proceedings Papers

Paper presented at the The 26th International Ocean and Polar Engineering Conference, June 26–July 2, 2016
Paper Number: ISOPE-I-16-480
... to at least Japanese clay based on study of results from FVT and UCT. correction factor mexico clay vane blade fvt undrained shear strength sampler vane shaft ground level upstream oil & gas piston louiseville dst anisotropy vane shear strength shear test strength kpa marine clay...

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