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Record W599345004

Laboratory Mechanistic Characterization of Granular Base Stabilization Systems in Saskatchewan

2010· article· en· W599345004 on OpenAlexaboutno aff
Jing Xu, Curtis Berthelot

Bibliographic record

VenueTransportation Research Board 89th Annual MeetingTransportation Research Board · 2010
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Stabilization
Canadian institutionsnot available
Fundersnot available
KeywordsCementGranular materialAsphaltMaterials scienceTriaxial shear testCharacterization (materials science)Geotechnical engineeringUltimate tensile strengthSweep frequency response analysisStructural engineeringComposite materialEngineering
DOInot available

Abstract

fetched live from OpenAlex

In 2006, Saskatchewan Ministry of Highways and Infrastructure constructed granular base stabilized field test sections to evaluate alternative recycling and strengthening rehabilitation systems for the Saskatchewan road network. The field test sections on Control Section (C.S.) 15-11 are comprised of cement base stabilization, cement with asphalt emulsion base stabilization, and a remixed and unstabilized base. This study demonstrated that the triaxial frequency sweep apparatus is a pragmatic tool to characterize fundamental mechanistic constitutive parameters of stabilized granular materials and their behaviour to actual applied field stresses and load frequencies. Conventional and mechanistic laboratory testing of all stabilized and unstabilized granular materials sampled from the C.S. 15-11 rehabilitation project was conducted. Both cement and cement with asphalt emulsion base stabilization systems improved conventional material strength test results including indirect tensile strength, California bearing ratio, and unconfined compressive strength results. Stabilization also significantly reduced moisture sensitivity of the granular base materials. Mechanistic laboratory testing was conducted using the triaxial frequency sweep apparatus and showed cement and cement-asphalt emulsion stabilization improved fundamental constitutive properties including dynamic modulus, Poisson’s ratio, phase angle, and radial strain of the in situ granular materials. Triaxial frequency sweep characterization quantifies material constitutive relations used for mechanistic road structural modeling and this enables the design engineer to characterize the primary structural responses of alternate structures across various traffic loadings and load frequencies under typical Saskatchewan field state conditions.

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)0.000
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 score0.774
Threshold uncertainty score0.449

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.001
Science and technology studies0.0010.001
Scholarly communication0.0010.000
Open science0.0010.000
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 head0.019
GPT teacher head0.286
Teacher spread0.267 · 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

Citations0
Published2010
Admission routes1
Has abstractyes

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