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Keywords: soil resistance
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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-23-195
... installation germany government embedment depth soil spring soil model displacement curve simulation modeling soil resistance load displacement curve ABSTRACT Suction buckets are a foundation type for offshore structures. They are installed by evacuating the water inside the bucket, which...
Proceedings Papers

Paper presented at the The 32nd International Ocean and Polar Engineering Conference, June 5–10, 2022
Paper Number: ISOPE-I-22-165
... soil resistance lateral pipe-soil interaction model ABSTRACT Exposed and shallow buried submarine PIP pipelines subjected to high temperature and high pressure (HTHP) are more prone to lateral global buckling, which is an important issue in the design and in-service assessment of submarine PIP...
Proceedings Papers

Paper presented at the The 31st International Ocean and Polar Engineering Conference, June 20–25, 2021
Paper Number: ISOPE-I-21-2103
... is shown that shallow foundation can meet all the requirements of LS17-2 project. upstream oil & gas mudmat manifold shear strength subsea system foundation system plet horizontal soil resistance soil layer shallow foundation design resistance bearing capacity soil resistance...
Proceedings Papers

Paper presented at the The 31st International Ocean and Polar Engineering Conference, June 20–25, 2021
Paper Number: ISOPE-I-21-2162
... conducted as well. To estimate the rigid spiral pile's ultimate lateral capacity in dense sandy soil, a simplified model is proposed based on Winkler's assumption by modifying an ultimate lateral soil resistance. INTRODUCTION In the state of the pile foundation's art, novel types of piles have been...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-081
... into the seabed to resist hydrodynamic load. The plugging and the pulling processes can be completed by the VLFS itself. It is quicker, more convenient, less expensive and positioning more precisely than classic mooring facility. vlf vertical hydrodynamic load dynamic response soil resistance floating...
Proceedings Papers

Paper presented at the The 27th International Ocean and Polar Engineering Conference, June 25–30, 2017
Paper Number: ISOPE-I-17-295
... pile segment liang soil resistance bearing capacity transfer matrix coefficient transformation deflection rigid pile flexible pile Generalized semi-analytical solution for laterally loaded pile in multi-layered soils with transfer matrix method Ming-xing Zhu, Hong-qian Lu and Lei Wang...
Proceedings Papers

Paper presented at the The 26th International Ocean and Polar Engineering Conference, June 26–July 2, 2016
Paper Number: ISOPE-I-16-156
... skirt normalized seepage length seepage flow gradient seepage length simulation soil resistance suction soil case upstream oil & gas hydraulic gradient impermeable layer reservoir characterization exit hydraulic gradient Seepage 6tudy for 6uction ,nstallation of %ucket )oundation...
Proceedings Papers

Paper presented at the The Twenty-fifth International Ocean and Polar Engineering Conference, June 21–26, 2015
Paper Number: ISOPE-I-15-325
... current and current drag) while the soil resistance is determined based on a passive pressure mechanism at the face of the grounding berg; see also Chari (1979) and Chari (1980). Further, Been et al. (1990) and Croasdale et al. (2005) considered the soil deformation ahead of the berg keel, assuming two...
Proceedings Papers

Paper presented at the The Twenty-fifth International Ocean and Polar Engineering Conference, June 21–26, 2015
Paper Number: ISOPE-I-15-559
... resistance to the pipeline during the dynamic laying process is back-analyzed by a sophisticated method in which the reduction of the stress concentration with the increased embedment of the pipeline is well considered. The remolded soil resistance to the pipeline is found to be 0.48~0.74 of the intact soil...
Proceedings Papers

Paper presented at the The Twenty-fourth International Ocean and Polar Engineering Conference, June 15–20, 2014
Paper Number: ISOPE-I-14-225
... Abstract Analysis of the rigid body dynamic performance for offshore pipeline plough is important for structural OPP optimization, fatigue strength examination and hydraulic system design. This paper presents a method by which the soil resistance is numerically calculated by smoothed particle...
Proceedings Papers

Paper presented at the The Twenty-fourth International Ocean and Polar Engineering Conference, June 15–20, 2014
Paper Number: ISOPE-I-14-188
... analysis demonstrate the significant effects of pre-tension and current velocity and shear strength on the tension distribution and configuration of mooring line. current velocity soil resistance morison equation configuration resistance upstream oil & gas cable time series quasi-static...
Proceedings Papers

Paper presented at the The Twenty-fourth International Ocean and Polar Engineering Conference, June 15–20, 2014
Paper Number: ISOPE-I-14-218
... geotechnical conditions and a series of model tests were carried out to research the vertical pipe soil interaction. The soil resistances under different pipe model vertical movement velocity were recorded during the tests, so as to research the effect of pipe movement velocity to the pipe soil interaction...
Proceedings Papers

Paper presented at the The Twenty-fourth International Ocean and Polar Engineering Conference, June 15–20, 2014
Paper Number: ISOPE-I-14-273
... piles. HSDT has been used to measure soil resistance at the end of initial driving and during restrike driving at different waiting time periods. Studies on the SRD have been performed to predict LTSR and establish the relationship between LTSR and SRD in this area, which can be used to optimize future...
Proceedings Papers

Paper presented at the The Twenty-fourth International Ocean and Polar Engineering Conference, June 15–20, 2014
Paper Number: ISOPE-I-14-253
... Abstract A practical model is developed by integrating pipe-soil interaction model with the vector form intrinsic finite element (VFIFE) method. The soil resistance in axial direction of pipeline is taken into account by elasto-frictional method. The soil reactions in the lateral and vertical...
Proceedings Papers

Paper presented at the The Twenty-third International Offshore and Polar Engineering Conference, June 30–July 5, 2013
Paper Number: ISOPE-I-13-250
... infrastructure resistance cap mattress conservatively buckle pipeline utilization factor case 2 lateral lateral displacement offshore pipeline mattress upstream oil & gas plem sleeper location export pipeline installation hydrotest soil resistance Tubular Bells Development Export...
Proceedings Papers

Paper presented at the The Twenty-third International Offshore and Polar Engineering Conference, June 30–July 5, 2013
Paper Number: ISOPE-I-13-218
... in this paper. The test results combined with CAPWAP® analysis are presented. A refined wave equation analysis was performed to help determine the capacities of other piles not tested. KEY WORDS: Dynamic pile testing; signal matching; CAPWAP; deep foundation; soil resistance; underwater. NOMENCLATURE CAPWAP®...
Proceedings Papers

Paper presented at the The Twenty-third International Offshore and Polar Engineering Conference, June 30–July 5, 2013
Paper Number: ISOPE-I-13-246
... of the traditional curves. Different extraction methods are described and discussed. circumference stress concentration soil resistance evaluation material model displacement platform design subsea system stiffness subgrade reaction load case wind energy shear stress resistance renewable energy...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-321
... ABSTRACT: In this paper, some back analysis are made according to driving records of 36 piles whose diameters are larger than 1.5m and penetration deeper than 60m in BoHai area in China. The soil resistance during the driving is obtained. It can be found that the soil resistance decreases...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-251
.... These springs describe the relationship between the pile deflection, y, and the soil resistance acting against the pile wall, p. The p-y curve formulation proposed by Murchison and O Neill (1984) is currently advised in API (2000) and DNV (2010). This formulation is a slight modification of the formulation...

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