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Record W4411439364 · doi:10.1139/cgj-2025-0073

Experimental Investigation of Suction Installation Behavior of Caissons in Loose Saturated Sands

2025· article· en· W4411439364 on OpenAlexvenueno aff
Bilal Ahmad Malik, Shi Jie, Liang Zeyu, Zhongkun Ouyang, Dong Wang

Bibliographic record

VenueCanadian Geotechnical Journal · 2025
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Mechanics
Canadian institutionsnot available
Fundersnot available
KeywordsCaissonGeotechnical engineeringEmbedmentSubmarine pipelineFoundation (evidence)SuctionBearing capacityOffshore wind powerEngineeringTurbine

Abstract

fetched live from OpenAlex

With the continuous expansion of global offshore wind power, suction caissons are increasingly becoming a significant foundation form due to their advantages such as low installation noise, convenient construction, and reusability. However, localized seepage induced soil disturbance and strength changes during their installation remain underexplored, leading to uncertainties in their capacity assessment. This paper presents a series of experimental investigations in loose saturated sand, comparing suction and embedded installations for caissons with varying length-to-diameter (L/D) ratios coupled with Cone Penetration Tests (CPT) to evaluate soil strength changes inside and outside the caissons. For both installations, the results reveal similar lateral load-bearing capacities (0.12 kN) for shorter caissons (L = 120 mm), whereas for longer suction installed caissons (L = 240 mm), the capacity was reduced by approximately 80%, due to internal soil weakening and an upward shift of the rotation centre. CPT data further revealed compaction enhancement outside and seepage-induced reduction in soil strength inside the caisson, jointly affecting failure behavior. Based on these findings, the conventional bearing capacity formula for fully embedded caissons was modified to account for partial embedment and external-internal soil strength differences, and a novel mechanically-derived failure criterion was proposed, accurately capturing non-linear load responses and improving prediction of suction caisson capacity for various load eccentricities and L/D ratios, thus supporting optimized offshore foundation design.

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.

How this classification was reachedexpand

Full frame machine prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. The Gemma side is a direct model label for every work in the frame, read from the title-only record. The Codex side is a classifier learned from the 10,348 direct Codex labels and calibrated to design-weighted sample rates; fields without enough sample support carry no Codex call. Candidate is the union of the two sides; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.001
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.004
Threshold uncertainty score0.008

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.001
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.001
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0020.000

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 head0.009
GPT teacher head0.214
Teacher spread0.205 · 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

Classification

machine, unvalidated

Machine predicted; a candidate call from one source (direct Gemma or distilled Codex), not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designBench or experimental
Domainnot available
GenreEmpirical

How this classification was reached, model by model and score by score, is at the end of the page under "How this classification was reached".

Quick stats

Citations11
Published2025
Admission routes1
Has abstractyes

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Same venueCanadian Geotechnical JournalSame topicGeotechnical Engineering and Soil MechanicsFrench-language works237,207