...; Interface strength reduction factor; 3D Finite element analysis; HSsmall; PLAXIS 3D. NOMENCLATURE : Effective cohesion (kPa) : Pile diameter (m) : Modulus of elasticity of pile material (kPa) : Secant soil modulus at half of soil strength (kPa) : Young s modulus of interface (kPa) : Young s modulus...

... engineers are left only with the limited guidance offered in code, e.g., DNV to estimate the downward penetration resistance of soil on pipe buried under rock berm. mineral penetration resistance shear strength geologist offshore pipeline interface phyllosilicate berm diameter kpa failure...

... subsea system percentile slamming load offshore platform floating production systems ocean engineering platform scenario engineering kpa wave-current interaction experimental investigation mooring system fpso cylindrical fpso wave slamming load probability comparison...

... united states government stiffness horizontal coordinate non-linear kpa oscillation Proceedings of the Thirty-third (2023) International Ocean and Polar Engineering Conference Ottawa, Canada, June 19-23, 2023 Copyright © 2023 by the International Society of Offshore and Polar Engineers (ISOPE...

... transducer peak value solver upstream oil & gas trimaran cross section trimaran section engineering simulation free surface cross deck evolution fraction water-entry process model test grid pressure sensor model test result kpa model test data ABSTRACT Trimaran may...

... 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...

... pressure sea ice polarstern ship level ice pressure lower panel zone pressure panel ice stress expedition measurement campaign vicinity strain gauge rv polarstern richter-menge kpa ice floe Proceedings of the Thirty-first (2021) International Ocean and Polar Engineering Conference...

... 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...

... 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...

... 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...

... strength & randolph bearing factor upstream oil & gas penetrometer simple shear test t-bar penetrometer kpa t-bar test mechanism specimen calcareous silt subsea system géotechnique erbrich proceedings randolph centrifuge penetration Field tests suggest that the T...

... 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...

... 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...

... 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...

... 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...

... 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...

... 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...

.... 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...

... calculation method experiment 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...

... 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...