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Record W1975437453 · doi:10.1680/gein.2005.12.5.215

Facing contribution to seismic response of reduced-scale reinforced soil walls

2005· article· en· W1975437453 on OpenAlexafffund
Magdi El-Emam, Richard J. Bathurst

Bibliographic record

VenueGeosynthetics International · 2005
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Stabilization
Canadian institutionsRoyal Military College of CanadaQueen's University
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsGeotechnical engineeringGeogridEarthquake shaking tableGeosyntheticsStructural engineeringDisplacement (psychology)AccelerationReinforcementMechanically stabilized earthSeismic loadingBoundary value problemBase (topology)GeologyEngineeringMathematicsPhysics

Abstract

fetched live from OpenAlex

The behavior of six reduced-scale reinforced soil walls under base excitation is investigated using physical shaking table tests. The models were tested to isolate the influence of facing geometry, facing mass and facing toe condition on response to simulated seismic loading. The walls were instrumented to measure facing lateral displacement, reinforcement strain, toe reaction loads and accelerations. The model walls were constructed with a structural facing and polymeric geogrid reinforcement layers and subjected to a stepped amplitude sinusoidal base input acceleration. The toe boundary condition and facing panel configuration were found to have a significant effect on model response. For example, the magnitude of the accumulated facing lateral displacement at the top of the vertical wall models and at the same base acceleration magnitude was less for vertical walls with a less massive facing panel regardless of toe boundary condition. For the same boundary condition, a wall with an inclined facing displaced less than the nominal identical vertical wall for the same base excitation level. The horizontally restrained toe in reduced-scale models attracted approximately 40% to 60% of the peak total horizontal earth load during base excitation, demonstrating that a stiff facing column plays an important role in resisting dynamic loads under simulated earthquake loading. Measured footing and reinforcement loads are compared with values predicted using current pseudo-static analysis and design methods for geosynthetic-reinforced soil walls, and the implications of differences in predicted to measured values to current North American design practice are identified.

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 score0.001
Threshold uncertainty score0.004

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 studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0010.000

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 head0.211
Teacher spread0.206 · 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

Citations131
Published2005
Admission routes2
Has abstractyes

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