MétaCan
Menu
Back to cohort
Record W4417038155 · doi:10.1139/cjce-2025-0090

Influence of compaction and paving methods on the interlayer structure and mechanical properties of double-layer bitumen mixtures

2025· article· en· W4417038155 on OpenAlexvenueno aff
Junfeng Sun

Bibliographic record

VenueCanadian Journal of Civil Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicAsphalt Pavement Performance Evaluation
Canadian institutionsnot available
FundersFundamental Research Funds for the Central Universities
KeywordsCompactionAsphaltUltimate tensile strengthAggregate (composite)Compressive strengthModulusCompression (physics)Resilience (materials science)

Abstract

fetched live from OpenAlex

Double-layer bitumen mixtures are increasingly used in pavement construction for their improved structural performance and interlayer bonding. However, the effects of paving and compaction methods on internal structure and mechanical behavior remain insufficiently understood, particularly under environmental loading. Most studies emphasize macroscopic mechanical properties, with limited attention to meso-scale structure-performance relationships. In this study, digital image processing techniques were applied to evaluate the interlayer structure of mixtures produced with four methods: continuous/discontinuous paving combined with single/double-sided compaction. Structural uniformity and continuity were quantified using the particles (pores) and cracks analysis system and image processing and analysis in Java (Image J) software. Mechanical behavior was examined through splitting shear, direct shear, splitting tensile, and uniaxial compression tests under three conditions: room temperature (25 °C), low temperature (−10 °C), and freeze–thaw cycles. Results showed that continuous paving with double-sided compaction substantially improved vertical aggregate distribution, mesostructural uniformity, and interlayer bonding. Compared with discontinuous paving or single-sided compaction, shear strength increased up to 4.0 times, splitting tensile strength 1.8 times, and compressive resilience modulus 15%–20%. Under freeze–thaw cycles, mixtures with weak bonding lost up to 70% strength, while optimized mixtures demonstrated markedly enhanced durability. These findings clarify the role of construction methods in governing mesostructure and mechanical response of double-layer bitumen mixtures, offering practical guidance for reliable design and quality control in pavement engineering.

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: Observational · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.001
Threshold uncertainty score0.002

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.001
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.000
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 head0.019
GPT teacher head0.254
Teacher spread0.235 · 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 designObservational
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

Explore more

Same venueCanadian Journal of Civil EngineeringSame topicAsphalt Pavement Performance EvaluationFrench-language works237,207