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1-18 of 18
Keywords: soil response
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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-23-349
... geology pore pressure wave cycle reservoir simulation geological subdiscipline soil response approximation jeng upstream oil & gas reservoir characterization mechanism coupling model geologist reservoir geomechanics liquefaction residual pore pressure seabed liquefaction...
Proceedings Papers
Paper presented at the The 32nd International Ocean and Polar Engineering Conference, June 5–10, 2022
Paper Number: ISOPE-I-22-082
... loading stress paths where each episode comprises a packet of undrained cycles of loads followed by full consolidation. The soil response under different numbers of cycles per loading packet and number of loading packets with intervening consolidation is investigated. The results from this study quantify...
Proceedings Papers
Paper presented at the The 32nd International Ocean and Polar Engineering Conference, June 5–10, 2022
Paper Number: ISOPE-I-22-117
... pore pressure liquefaction regular wave boundary condition soil behavior breakwater spectrum cross-anisotropic soil excess pore pressure permeability reservoir characterization random wave jeng seabed response wave-induced soil response upstream oil & gas harbor entrance...
Proceedings Papers
Paper presented at the The 32nd International Ocean and Polar Engineering Conference, June 5–10, 2022
Paper Number: ISOPE-I-22-121
... offshore pipeline seabed surface jeng experimental data coupling algorithm flow velocity soil displacement engineering upstream oil & gas coupling model interaction interface water surface elevation pore pressure soil response reservoir characterization two-way coupling...
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
... Fuca, Washington State, and at EDDA, North Sea. Liu and Jeng (2007) provided a semi-analytical solution for random wave- induced soil response and seabed liquefaction in marine sediments. Myrhaug and Holmedal (2014) investigated wave-induced current for long-crested and short-crested random wave...
Proceedings Papers
Paper presented at the The Twenty-fourth International Ocean and Polar Engineering Conference, June 15–20, 2014
Paper Number: ISOPE-I-14-353
... silty seabed shear stress solid phase soil response permeability equation fluid phase fluid dynamics displacement phase angle Wave Induced Soil Responses of Seabed with Fine Grained Soil Yuchen Wang and Erwin Oh Griffith School of Engineering, Griffith University Queensland, Australia Shan...
Proceedings Papers
Paper presented at the The Twenty-third International Offshore and Polar Engineering Conference, June 30–July 5, 2013
Paper Number: ISOPE-I-13-198
... soil restraint calculation suction pressure soil spring modeling method 2 lateral soil support different method suction caisson soil response upstream oil & gas lateral soil restraint strength stiffness installation Modeling of Lateral Soil Restraint for Buckling Analysis...
Proceedings Papers
Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-230
... & gas maximum amplitude interaction vertical distribution effective stress fine sand soil response pore pressure reservoir characterization boundary condition wave loading dynamic soil behavior saturation coarse sand analytical solution wave period soil relative engineering...
Proceedings Papers
Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-429
... for the wave-induced oscillatory soil response have been carried out since the 1970s. Among these, Yamamoto et al. (1978) proposed an analytical solution of the wave-induced oscillatory soil response in an infinite seabed. Regarding the mechanism of pore pressure build-up, Sumer and Cheng (1999) developed...
Proceedings Papers
Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-098
... ABSTRACT In this study, soil failure mechanisms and subgouge soil deformations for ice keel/seabed interactions are examined. Consideration of soil constitutive model, ice-soil interface contact mechanics and the assumed ice keel geometry and their effects on soil response are discussed. While...
Proceedings Papers
Paper presented at the The Twenty-first International Offshore and Polar Engineering Conference, June 19–24, 2011
Paper Number: ISOPE-I-11-048
... carried out. However, all previous models have been limited to either one-dimensional or two-dimensional case, which can only represent part of the whole problem. Therefore, the three-dimensional model for linear wave-induced soil response in the vicinity of a breakwater will be established in this paper...
Proceedings Papers
Paper presented at the The Nineteenth International Offshore and Polar Engineering Conference, July 21–26, 2009
Paper Number: ISOPE-I-09-125
... by The International Society of Offshore and Polar Engineers (ISOPE) ISBN 978-1-880653-53-1 (Set); ISSN 1098-618 1041 of the excess pore pressure, which appears at the initial stage of cyclic loading. This type of soil response is similar to that induced by earthquakes, which resulted in the build-up of the excess...
Proceedings Papers
Paper presented at the The Seventeenth International Offshore and Polar Engineering Conference, July 1–6, 2007
Paper Number: ISOPE-I-07-436
... Evaluation of wave-induced residual pore pressure in marine sediments is a key factor in prediction of wave-induced liquefaction around coastal structures. Conventional models for wave-induced soil response have focused on regular wave loading. In this paper, we present a semi-analytical...
Proceedings Papers
Paper presented at the The Sixteenth International Offshore and Polar Engineering Conference, May 28–June 2, 2006
Paper Number: ISOPE-I-06-172
..., pipeline displacement and on the relative roughness of the pipe-soil interface which is normally addressed by an interface friction factor. The former relates to the understanding that the soil response can be bounded by drained and undrained conditions. A method is described which allows the application...
Proceedings Papers
Paper presented at the The Fourteenth International Offshore and Polar Engineering Conference, May 23–28, 2004
Paper Number: ISOPE-I-04-211
... of trenches upon soil responses around pipeline are studied respectively. INTRODUCTION Wave induced forces upon submarine pipelines have attracted many researchers' attention, for the ever increasing engineering activities in offshore and coastal regions. To reduce wave-induced forces and thereby...
Proceedings Papers
Paper presented at the The Twelfth International Offshore and Polar Engineering Conference, May 26–31, 2002
Paper Number: ISOPE-I-02-249
...-linearity on the wave-induced soil response. Under certain combination of wave and soil conditions, the maximum difference of the wave-induced soil response between linear and nonlinear wave loading reach over 10% of the static water pressure. INTRODUCTION Recently, considerable efforts have been devoted...
Proceedings Papers
Paper presented at the The Eighth International Offshore and Polar Engineering Conference, May 24–29, 1998
Paper Number: ISOPE-I-98-126
... Recently, great efforts have been dedicated to the phenomenon of wave-induced seabed instability in the vicinity of marine structures. The evaluation of the wave-induced soil response (including pore pressure, effective stresses and soil displacements) has been recognized as an important factor...
Proceedings Papers
Paper presented at the The Eighth International Offshore and Polar Engineering Conference, May 24–29, 1998
Paper Number: ISOPE-I-98-091
... characterization cross-anisotropic soil behavior jeng uniform permeability permeability pore pressure soil displacement soil response equation Proceedings of the Eighth (1998) International Offshore and Polar Engineering Conference Montreal, Canada, May 24-29, 1998 Copyright © 1998 by The International...