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Record W2013793659 · doi:10.4043/17256-ms

Pile Driving Fatigue Damage - Effective Factors and Reduction

2005· article· en· W2013793659 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 · 2005
Typearticle
Languageen
FieldEngineering
TopicEngineering Structural Analysis Methods
Canadian institutionsConocoPhillips (Canada)
FundersConocoPhillips
KeywordsReduction (mathematics)PileStructural engineeringComputer scienceMaterials scienceForensic engineeringEngineering

Abstract

fetched live from OpenAlex

Abstract Fatigue damage is an important consideration in the design of Tension Leg Platforms (TLP) foundations. The portion of fatigue damage from installation dominates the total damage of the pile foundation. Driving fatigue damage can be affected by factors such as soil resistance to driving (SRD) and hammer efficiency. A parametric study, utilizing data of Magnolia TLP to assess the effect that SRD and hammer efficiency had upon driving fatigue damage was performed. The results provided a database and guidelines for the field engineer to control the pile driving fatigue damage by adjusting hammer efficiency, if the field pile-driving blow counts were different from that predicted. The study proved to be important in reducing pile driving fatigue damage during pile installation. Introduction For pile fatigue design, the combined in-place cumulative and installation damage are considered. The in-place fatigue damage is caused by environmental forces, such as wind, waves and current. The installation fatigue damage is basically generated by hammer blows from pile driving. Our study indicated that approximately 70% to 90% of the total fatigue damage is generated during pile driving. Therefore, how to reduce the driving fatigue damage is an important consideration in pile fatigue design and field driving operation. However, due to the potential for variation in the soil conditions, it is sometimes hard to accurately predict the soil resistance to driving (SRD) and thus the expected corresponding blow counts. During pile installation, the real blow count per foot could be higher or lower than that of predicted or higher at certain penetrations and lower at other penetrations. When variations occur (especially when blow counts are higher than predicted), the field engineer is left with trying to minimize fatigue damage by optimizing the driving plan. The goal of this study had two primary questions which utilized data from the Magnolia TLP that was installed in Gulf of Mexico during early 2004 to assess the effects that SRD and hammer efficiency had upon fatigue damage occurring during installation. These included:The effects of hammer energy to driving fatigue damage in order to determine whether to use high energy, low blow count, or low energy and high blow count to reduce fatigue damage, andThe effects of soil resistance to driving (SRD) so that if the SRD is higher than that predicted, how much more fatigue damage will be added to the pile? The results of the study were used as a guideline during the field pile driving operations to minimize the driving fatigue damage, and it has generated a field method (program) to determine the fatigue damage for each pile during the pile driving operations. If necessary, an alternative driving plan can be generated by following the guideline in case the actual pile driving resistance is notably different from predictions with higher hammer energy and/or blow counts being required. Description of the Study Methodology For pile driving fatigue assessment, the fatigue damage at each girth welds under the impact loads of each hammer blow must be first calculated.

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 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 score0.387
Threshold uncertainty score0.775

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
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 head0.011
GPT teacher head0.248
Teacher spread0.237 · 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