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Record W2182421138 · doi:10.4231/d3gh9b93p

Load Distribution in Large Pile Groups for Static and Seismic Loading

2014· article· en· W2182421138 on OpenAlexaff
Jason Dowling, Gang Wu

Bibliographic record

VenueTexas Advanced Computing Center · 2014
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Mechanics
Canadian institutionsUniversity of British Columbia
Fundersnot available
KeywordsPileCentrifugeGeotechnical engineeringStructural engineeringDynamic load testingDynamic loadingSeismic loadingStructural loadShear (geology)Static analysisPile capGeologyEngineering

Abstract

fetched live from OpenAlex

A large number of modern structures are founded on piles and often these foundations contain large pile groups. In contrast, most of the research on the action of pile groups in resisting lateral loading is based on analysis and centrifuge tests of small pile groups, mostly 3x3 pile groups. The pile-soil-pile interaction in these groups is modelled by modifying the p-y curves or by using a group factor for the entire group to simulate the same effect. The values for changing the p-y curves and the appropriate group factors are based entirely on static tests and there is no direct verification that these factors are appropriate to handle pile groups under seismic loading. In this paper we investigate the interaction effect between piles under static and seismic loading using the computer program VERSAT-P3D (Wu 2006), which has an equivalent linear constitutive model for the soil. The procedure adopted is to calibrate the model for the static experimental tests of 3×3 pile groups by Christensen (2006). Then we expanded the pile group sizes to 3×3, 5×5, 8×8, 10×10, 10×2 and 15×2 pile groups. The distributions of shear forces in the piles at the pile cap level were developed for these pile groups under both static and seismic loading and the distribution of static and dynamic shear forces at various lateral displacements were evaluated. This study is ongoing and a sample of the results will be discussed in this paper. The soil model was calibrated to replicate the experimental results obtained by Christensen (2006). The pile properties used were taken from Christensen’s single pile test directly. It is demonstrated that VERSAT-P3D can replicate closely the experimental results of Christensen. Of the preliminary results from this study, those which will be of primary interest to the engineering community will be those that show how the distribution of load within a pile group under static loading varies from the distribution under a dynamic loading scenario. This load distribution within a row also varies with the location of each row within the pile group, from the center of the group to the outside edge. Also, the distribution varies with the intensity of shaking but in a manner different to the variation with increasing static load. These preliminary results show that using static load distribution factors needs to be reconsidered. When the study is completed a clearer picture of the implications of relative load distributions should emerge.

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: Simulation or modeling · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.004
Threshold uncertainty score0.012

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.001
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.001
Science and technology studies0.0000.001
Scholarly communication0.0000.001
Open science0.0000.001
Research integrity0.0010.000
Insufficient payload (model declined to judge)0.0040.000

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 head0.004
GPT teacher head0.207
Teacher spread0.203 · 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 designSimulation or modeling
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".

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Citations0
Published2014
Admission routes1
Has abstractyes

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