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Record W1970438080 · doi:10.4043/16843-ms

Suction Caisson Response Under Sustained Loop Current Loads

2004· article· en· W1970438080 on OpenAlex

Why this work is in the frame

A frame that forgets how it found something cannot be audited. These are the routes that admitted this work.

affAt least one author lists a Canadian institution in the pinned OpenAlex snapshot.

Bibliographic record

VenueOffshore Technology Conference · 2004
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Mechanics
Canadian institutionsCentre For Cold Ocean Resources Engineering
FundersAustralian Research Council
KeywordsCaissonCentrifugeGeotechnical engineeringConsolidation (business)SuctionStructural engineeringFinite element methodDissipationEngineeringGeologyPhysicsMechanical engineering

Abstract

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Abstract The capacity of suction caissons to withstand uplift loads relies on suctionsinduced beneath the caisson base and within the internal soil plug. Thesesuctions can be relied upon for short-term loading such as due to wave action, but are more questionable for the sustained loading from loop currents, whereloading periods of several days or even weeks are possible. This paper combines results from centrifuge model tests and finite elementanalysis to elucidate relationships for the proportion of the short termcapacity that can be relied upon for various durations of loading on suctioncaissons. The paper addresses issued related to the reduction in holdingcapacity due to pore pressure dissipation effects. The combined results from finite element analysis and two independent sourcesof centrifuge testing present a consistent picture of long term suction caissonload holding capacity. Loads approaching the undrained capacity can besustained for a few months. Substantially lower loads can be held for extremelylong durations. Intermediate loads can be sustained for determinate lengths oftime dependent upon caisson dimensions and soil properties. For typical caisson geometries and consolidation properties relevant to Gulf ofMexico (GOM) conditions, it is found that there is negligible reduction incapacity for holding times of up to 100 days, which is well in excess of timesrelevant for loop currents, and that loads in the region of 85% of theshortterm capacity may be held for periods of up to 2 years with only smalldisplacements. The paper presents these and additional results and provides comments on theimplications for suction caisson foundation design under long term loading, such as would be encountered in mooring systems for floating productionstructures exposed to loop current loading like those commonly occurring in theGOM. Introduction Loop current considerations in the GOM are an important aspect of suctioncaisson design for facilities located in deepwater. Vukovich et al. (1979) havedescribed the characteristics of these loop currents. The circulation in the GOM is dominated by the loop current (LC), an energeticcurrent of warm water that enters the Gulf through the Yucatan Straits. As itenters the Gulf, it extends slightly to the north, loops back around to thesouth, and exits the Gulf through the Florida Straits. But the loop current isdynamic in nature and its position and strength change with time. Once or twicea year, it extends well to the north, forming an intense clockwise flow thatmay reach as far north as 29 deg. In an attempt to return to the more normalsoutherly extent, it slowly pinches off the extension, resulting in a closedcirculation and the generation of a warm-core, anticyclonic ring, or eddy. Thisloop current eddy (LCE), no longer constrained, migrates to the west at a rateof 2-4 km/day, bringing deep, strong currents to deepwater exploration andproduction operations along the way. loop current eddies can be 200-400 km indiameter, with swirl velocities of up to 5 knots and rotation rates of 5-10deg/day.

Fetched live from OpenAlex and de-inverted. Abstracts are not stored in this database: the inverted indexes are 8.6 GB of the frame’s 9.3 GB of text, and the host has 13 GB free.

Full frame distilled prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. Learned from the 10,348 direct Codex labels and 10,348 direct Gemma labels. Candidate is the union of thresholded teacher heads; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels or direct frontier model labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesMeta-epidemiology (narrow)
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Theoretical or conceptual · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.240
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.001
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.001
Insufficient payload (model declined to judge)0.0000.000

Machine scores (provisional)

The two teacher heads of the student model, read on this work. A score orders the frame for review; it never asserts a category, and the validation status ships verbatim with every row.

Baseline scores from an immature model (maturity gate not passed, 7 training rounds). Scores rank; they never assert a category.

Opus teacher head0.012
GPT teacher head0.227
Teacher spread0.215 · how far apart the two teachers sit on this one work
Validation statusscore_only:v0-immature-baseline · verbatim from the scoring run: score_only means the number may rank works, and no category label ships from it