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Record W4412437275 · doi:10.1139/cgj-2024-0160

Experimental study on the resilient behavior of unbound granular materials and the evaluation of prediction model

2025· article· en· W4412437275 on OpenAlexvenueno aff
Chuan Gu, Hu Wei, Yongwei Chen, Zhigang Cao, Junhao Yang

Bibliographic record

VenueCanadian Geotechnical Journal · 2025
Typearticle
Languageen
FieldEnvironmental Science
TopicLandslides and related hazards
Canadian institutionsnot available
FundersNational Natural Science Foundation of China
KeywordsGeotechnical engineeringGranular materialForensic engineeringGeologyEngineering

Abstract

fetched live from OpenAlex

The resilient modulus ( Mr) serves as a key indicator for evaluating the stiffness of road subgrade and pavement base/subbase layers under long-term traffic loading. Although there have been many laboratory studies on the resilient behavior of road unbound granular materials (UGMs), and many models to predict Mr have been proposed; however, the relative roles of various factors on Mr and its prediction model are not clearly clarified. This study conducted a series of cyclic tests on UGMs based on a large-scale triaxial apparatus, in which various factors including the fines content, moisture content and oversized soil particle, confining pressure and initial deviatoric stress, amplitude, frequency, and waveform of cyclic stress were involved. Test results show that the effects of fines content and oversized soil particle on the resilient modulus are limited. The initial stresses are the primary factors influencing the resilient behavior, and the impact of initial deviatoric stress on Mr is much smaller compared to confining pressure. Both the amplitude and frequency of cyclic stress have significant effects on Mr, while the influence of loading waveform is relatively small. The prediction model of Mr recommended by JTG D50-2017 is employed to fit the test results, and it is found that the loading frequency is the predominant factor influencing the regression coefficients, the initial deviatoric stress, and loading waveform are moderate factors, while the fines content and oversized soil particle are minor factors. A model involving the factor of loading frequency is proposed based on the model recommended by JTG D50-2017, and its accuracy and application upon various factors are evaluated. Based on the test results, some advice is given for the application of UGMs on road subgrade and pavement base/subbase.

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)0.002
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 score0.002
Threshold uncertainty score0.007

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.002
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.001
Science and technology studies0.0000.000
Scholarly communication0.0000.001
Open science0.0010.000
Research integrity0.0010.001
Insufficient payload (model declined to judge)0.0020.000

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 head0.273
Teacher spread0.254 · 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
Published2025
Admission routes1
Has abstractyes

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