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Record W1685251842 · doi:10.1139/cgj-2013-0252

Creep response of recycled asphalt shingles

2013· article· en· W1685251842 on OpenAlexvenueno aff
Ali Soleimanbeigi, Tuncer B. Edil, Craig H. Benson

Bibliographic record

VenueCanadian Geotechnical Journal · 2013
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Stabilization
Canadian institutionsnot available
Fundersnot available
KeywordsCreepMaterials scienceGeotechnical engineeringOverburden pressureComposite materialStress (linguistics)Strain rateCompressibilityGeologyEngineering

Abstract

fetched live from OpenAlex

Recycled asphalt shingles (RAS) mixed with granular materials or cementitiously stabilized to control their otherwise high compressibility provide a viable lightweight structural fill material in highway embankments or backfill behind retaining structures. In this research, deviator creep response of RAS mixed with bottom ash (BA) or stabilized with self-cementing fly ash (FA) was investigated. Systematic constant stress consolidated-drained triaxial tests were conducted on compacted RAS–BA and RAS–FA mixtures at ranges of confining pressures, deviator stresses, and temperatures expected in the field. Results showed that both compacted RAS–BA and RAS–FA mixtures represent classic creep response similar to soils. Creep rupture was observed at deviator stresses higher than 80% of deviator stress at failure. To prevent creep rupture, mobilized shear strength in the design of side slopes of highway embankments containing RAS should be limited to 80% of deviator stress at failure. Creep rate is affected by confining pressures. At a given stress level, the creep rate decreased and the time to creep rupture increased with increasing confining pressure. Temperature change also affects the creep strain and strain rate of compacted RAS–BA and RAS–FA mixtures. The strain rate of the compacted RAS–BA mixture exponentially increased with temperature. However, thermal pre-loading at summer field temperatures significantly reduced the strain rate of the compacted RAS–BA mixture from 64 × 10 −6 %/min to 3.6 × 10 −6 %/min and that of the RAS–FA mixture from 190 × 10 −6 %/min to 6.9 × 10 −6 %/min. To minimize creep strain and strain rate of structural fill materials containing RAS, construction is recommended during warm seasons. Creep models were developed to evaluate the time-dependent deformation of embankments constructed with RAS mixed with granular materials or stabilized with self-cementing fly ash.

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)0.000
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: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.177
Threshold uncertainty score0.627

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 head0.007
GPT teacher head0.183
Teacher spread0.176 · 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

Citations17
Published2013
Admission routes1
Has abstractyes

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