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Seismic Helical Pile Response in Nonliquefiable and Liquefiable Soil

2022· article· en· W4225100076 on OpenAlexaff
A. Fouad Hussein, M. Hesham El Naggar

Bibliographic record

VenueInternational Journal of Geomechanics · 2022
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Mechanics
Canadian institutionsWestern University
Fundersnot available
KeywordsPileGeotechnical engineeringBending momentSettlement (finance)LiquefactionEarthquake shaking tableCentrifugeStructural engineeringGeologyLateral earth pressureBearing capacityDry sandDisplacement (psychology)BendingBearing (navigation)Finite element methodStratumEngineering

Abstract

fetched live from OpenAlex

Three-dimensional finite-element models were developed and validated employing the published results from a comparative shaking table testing program of identical four-pile groups installed in saturated and dry sands. The validated models were used to analyze the seismic lateral and axial responses of helical piles to investigate the soil–helical pile–superstructure interaction. The analysis results demonstrated that the lateral displacements of the helical piles and adjacent soil decreased compared with those of the conventional straight shaft piles. In the saturated soil tests, the maximum bending moments occurred at the interface of the layers, while they occurred at the pile top in the dry tests. The stresses and strains in the helices were higher in the dry tests than in the saturated tests and were less in the double-helical pile helices than in the single-helical pile helix. The end-bearing force increased as the ground motion intensity increased in the dry tests, while it decreased in the saturated tests due to the development of high excess pore pressure in the bearing stratum. As liquefaction occurred, the shaft resistance of the helical piles diminished and the pile settled. However, the higher end-bearing force was mobilized, which compensated for the decrease in the shaft force. This observation demonstrated the excellent performance of helical piles in maintaining their capacity during and after liquefaction and controlling the postliquefaction settlement. The second helix further reduced the helical pile settlement but had a negligible effect on the lateral displacement. Finally, the response of the helical pile groups in the saturated test was dominated by rocking behavior, while flexural behavior dominated the response in the dry tests.

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 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)0.001
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: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.039
Threshold uncertainty score0.544

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0010.000
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 integrity0.0000.001
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 head0.005
GPT teacher head0.205
Teacher spread0.199 · 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 teacher head, 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".

Quick stats

Citations10
Published2022
Admission routes1
Has abstractyes

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