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Record W1986737776 · doi:10.1680/ijpmg.2004.040402

Experimental design, instrumentation and interpretation of reinforced soil wall response using a shaking table

2004· article· en· W1986737776 on OpenAlexaffabout
Magdi El-Emam, Richard J. Bathurst

Bibliographic record

VenueInternational Journal of Physical Modelling in Geotechnics · 2004
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Stabilization
Canadian institutionsRoyal Military College of Canada
Fundersnot available
KeywordsEarthquake shaking tableGeotechnical engineeringGeogridStructural engineeringInstrumentation (computer programming)ReinforcementDisplacement (psychology)AccelerationFull scaleGeosyntheticsEngineeringSeismic loadingBase (topology)GeologyComputer scienceMathematics

Abstract

fetched live from OpenAlex

A series of dynamic shaking table experiments were performed at the Royal Military College of Canada (RMC) to investigate the seismic performance of reduced-scale reinforced soil walls constructed with different toe boundary conditions, facing panel configurations and reinforcement layouts. The models were 1 m high by 1.4 m wide by 2.4 m long and were constructed with a full-height rigid panel facing, a uniform sand backfill and multiple layers of polymeric geogrid reinforcement. The wall toe was constructed to simulate a perfectly hinged toe (i.e. the toe allowed to rotate only) in one series of models and an idealised sliding toe (i.e. the toe allowed to rotate and slide horizontally) in the other series. The model walls were instrumented to measure facing panel and soil backfill lateral displacement, reinforcement strains, horizontal and vertical toe loads, and both facing and backfill acceleration response. All the models were subjected to a horizontal stepped-amplitude sinusoidal base acceleration input. The paper is focused on the experimental design, material properties, instrumentation and the interpretation of results. Selected test results are presented to illustrate typical model response features. Finally, some implications to current seismic design practice are identified with respect to magnitude and distribution of reinforcement-facing connection loads and the influence of a structural facing and restrained toe boundary condition on wall response during base excitation.

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)0.001
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 score0.003
Threshold uncertainty score0.011

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.001
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0010.001
Scholarly communication0.0000.000
Open science0.0010.001
Research integrity0.0010.000
Insufficient payload (model declined to judge)0.0030.001

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 head0.017
GPT teacher head0.254
Teacher spread0.238 · 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

Citations109
Published2004
Admission routes2
Has abstractyes

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Same venueInternational Journal of Physical Modelling in GeotechnicsSame topicGeotechnical Engineering and Soil StabilizationFrench-language works237,207