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Keywords: soil condition
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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-23-198
..., a protection frame will be placed over to protect the tree after it is installed and in operation. The frame is to be installed over the tree to sit on a seabed of very soft clay and reused after serving its initial purpose for other areas with similar tree and water depth conditions. The soft soil condition...
Proceedings Papers

Paper presented at the The 32nd International Ocean and Polar Engineering Conference, June 5–10, 2022
Paper Number: ISOPE-I-22-105
... risks for suction bucket foundations. This paper presents recent installation experience of two suction bucket jackets in Southern China with an aim to provide guidance to future installations in similar soil conditions. INTRODUCTION The offshore wind industry is fast-growing in China due...
Proceedings Papers

Paper presented at the The 31st International Ocean and Polar Engineering Conference, June 20–25, 2021
Paper Number: ISOPE-I-21-1216
... Abstract As offshore wind farms are moving further offshore and into areas with more complicated ground conditions, alternative offshore foundation concepts are becoming increasingly relevant. Drilled foundations are employed in regions with stiff soil conditions where traditional installation...
Proceedings Papers

Paper presented at the The 31st International Ocean and Polar Engineering Conference, June 20–25, 2021
Paper Number: ISOPE-I-21-2165
..., China ABSTRACT SPM System The subsea PLEM were connected with two flexible risers of Chinese Subsea Pipeline Lantern configuration in CALM Buoy System. A hybrid pile foundation were applied as the super soft clay soil condition. This paper Fig. 1: The SPM CALM Buoy System General Layout presents...
Proceedings Papers

Paper presented at the The 27th International Ocean and Polar Engineering Conference, June 25–30, 2017
Paper Number: ISOPE-I-17-493
... topography, soil conditions, and modelling errors. The consideration of variability allows for the use of a strain demand with a specified probability of exceedance in a deterministic strain-based design. The availability of a probabilistic characterization of strain demand also allows the application...
Proceedings Papers

Paper presented at the The 27th International Ocean and Polar Engineering Conference, June 25–30, 2017
Paper Number: ISOPE-I-17-538
... improve sliding resistance obviously. Compared with flat bottom anchor and cross key bottom anchor, the sliding resistance of eight key bottom anchor is the best under any soil condition. The applicability of parameters used in geotechnical analysis and design for calcareous soil should be based...
Proceedings Papers

Paper presented at the The 26th International Ocean and Polar Engineering Conference, June 26–July 2, 2016
Paper Number: ISOPE-I-16-326
... ANSYS ASAS. The structural strength and deformation is evaluated to investigate an ultimate structural safety and serviceability of hybrid substructure for various soil conditions. The first few natural frequencies of substructure are heavily influenced by the wind turbine. Therefore, the modal analysis...
Proceedings Papers

Paper presented at the The Twenty-fifth International Ocean and Polar Engineering Conference, June 21–26, 2015
Paper Number: ISOPE-I-15-117
... condition control section upstream oil & gas offshore pipeline touchdown point embedment overestimation installation strength profile prediction conventional pipeline bundle percentage error penetration underestimation remoulded soil condition soil condition initial penetration...
Proceedings Papers

Paper presented at the The Twenty-fifth International Ocean and Polar Engineering Conference, June 21–26, 2015
Paper Number: ISOPE-I-15-637
... for the protection of marine life. Therefore, drilled injection piles are used in the steel structure of a newly developed foundation system. To consider the stiffness of the piles in the static and the fatigue design of this foundation system, numerical investigations for two soil conditions and 3 scours each...
Proceedings Papers

Paper presented at the The Twenty-fifth International Ocean and Polar Engineering Conference, June 21–26, 2015
Paper Number: ISOPE-I-15-854
... reference system shear strain amplitude dimension contour line compaction reservoir characterization cyclic loading soil condition interaction diagram load cycle Numerical Approach for the Derivation of Interaction Diagrams for Piles under Cyclic Axial Loading Martin Achmus, Katrin Lemke, Khalid...
Proceedings Papers

Paper presented at the The Twenty-third International Offshore and Polar Engineering Conference, June 30–July 5, 2013
Paper Number: ISOPE-I-13-197
... anchor trajectory analysis result anchor foundation anchor analysis designer translation anchor position capacity chart mooring system loading analysis method soil condition line tension subsea system upstream oil & gas Mooring Analysis Utilizing a Coupled Mooring and Anchor...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-247
... simulation earthquake engineering cross-section tensile strain performance criteria steel pipeline midstream oil & gas different angle distortion performance limit soil condition fault displacement normalized ultimate fault displacement numerical result pipeline deformation pipeline wall...
Proceedings Papers

Paper presented at the The Twentieth International Offshore and Polar Engineering Conference, June 20–25, 2010
Paper Number: ISOPE-I-10-264
... with length to diameter ratios of 2, 4, 6 and 8 are reported. The influence of the soil condition, length (or L/D), loading angle on capacity of piles and suction anchors are analyzed respectively. The shape of the failure envelopes of these two kinds of anchors is compared to analyze the capacity...
Proceedings Papers

Paper presented at the The Sixteenth International Offshore and Polar Engineering Conference, May 28–June 2, 2006
Paper Number: ISOPE-I-06-287
... a 1200 km long export pipeline, see Figure 2. pipeline installation excavation offshore pipeline seabed intervention pipeline ormen lange deep water disadvantage soil condition trench subsea rock installation installation intervention method post-lay intervention intervention free...
Proceedings Papers

Paper presented at the The Fifteenth International Offshore and Polar Engineering Conference, June 19–24, 2005
Paper Number: ISOPE-I-05-175
... installation under its own weight as well as suction in Caspian Sea bed. An elaborate geotechnical study at around 700 to 1100 m water depth zones was conducted lately to obtain the seabed soil conditions. The angle of friction between pile and surrounding soil and soil strength parameters were determined...
Proceedings Papers

Paper presented at the The Fourteenth International Offshore and Polar Engineering Conference, May 23–28, 2004
Paper Number: ISOPE-I-04-248
... consideration penetration platform design soil condition reaction jackup university control configuration soil reaction ABSTRACT When a jackup deploys at a location and then moves away, it leaves footprints which can affect subsequent jackup deployment at the same location. This paper explores...
Proceedings Papers

Paper presented at the The Eleventh International Offshore and Polar Engineering Conference, June 17–22, 2001
Paper Number: ISOPE-I-01-223
... was installed in 1995. Soil conditions at the site consists of slightly overconsolidated soft clay and the concrete skirt piles penetrating 36 meters is required to achieve sufficient stiffness and strength of the foundation. In contradiction to other gravity based structures for which the performance improves...
Proceedings Papers

Paper presented at the The Eleventh International Offshore and Polar Engineering Conference, June 17–22, 2001
Paper Number: ISOPE-I-01-126
... Redundancy, i.e. installation may be reversed and repeated Cost efficiency Removal is easy if planned for Suction pile technology has been applied for a great variety of fixed and floating offshore structures and proved to be extremely adaptable to soil conditions, structural requirements and type...
Proceedings Papers

Paper presented at the The Eleventh International Offshore and Polar Engineering Conference, June 17–22, 2001
Paper Number: ISOPE-I-01-216
... maximum intact and damaged esign loads, 2. The soil conditions present at the site, 3. The type of anchor forerunner that is used, 4. The type of mooring system that will be used, 5. The required classification society for approval. The importance of these parameters will be discussed in more detail below...
Proceedings Papers

Paper presented at the The Tenth International Offshore and Polar Engineering Conference, May 28–June 2, 2000
Paper Number: ISOPE-I-00-109
... of prosperous fields were carried out during the last years. Analysis of possible types of permanent platform substructures (caisson, monocone, multicolumn and truss types) applicable for hydrocarbon extraction in Pechora Sea was carried out accounting for the influence of soil conditions on the design...

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