MétaCan
Menu
Back to cohort
Record W2265469823 · doi:10.3141/2524-10

Investigation of Different Methods for Obtaining Asphalt Mixture Creep Compliance for Use in Pavement Mechanistic–Empirical Design Software

2015· article· en· W2265469823 on OpenAlexaboutno aff
Anas Jamrah, M. Emin Kutay

Bibliographic record

VenueTransportation Research Record Journal of the Transportation Research Board · 2015
Typearticle
Languageen
FieldEngineering
TopicAsphalt Pavement Performance Evaluation
Canadian institutionsnot available
FundersMichigan State UniversityMichigan Department of Transportation
KeywordsCreepAsphaltCrackingRutUltimate tensile strengthAsphalt concreteSoftwarePavement engineeringGeotechnical engineeringCivil engineeringStructural engineeringEngineeringForensic engineeringEnvironmental scienceMaterials scienceComputer scienceComposite material

Abstract

fetched live from OpenAlex

Thermal cracking is a major distress type observed in flexible pavements, especially in regions with cold climates (e.g., northern United States and Canada). The Pavement ME Design Guide software developed under NCHRP Project 1-37A is the pavement analysis and design tool most widely used by state highway agencies for pavement designs. For thermal cracking predictions in flexible pavements, the most important material properties are the creep compliance and indirect tensile strength of an asphalt mixture in Level 1 and Level 2 analyses. Level 3 analyses use material properties and mixture volumetrics to predict creep compliance and indirect tensile strength. This study was part of a comprehensive research effort to characterize asphalt mixtures commonly used in the state of Michigan for implementation of the Pavement ME Design software. The main objective of the study presented in this paper was the investigation of methods of obtaining asphalt mixture creep compliance [D(t)] for use in flexible pavement analysis and design using the Pavement ME Design software. In this study, numerical interconversion between dynamic modulus (|E*|) and the creep compliance of asphalt mixtures with the Prony series method was investigated and validated. Then, the creep compliance of numerous asphalt mixtures was computed from the measured |E*| data. With these data, the creep compliance predictive equation used in Pavement ME Design software was evaluated and locally calibrated. In addition, an analytical model as well as an artificial neural network–based model was developed for improved prediction of D(t) from the mixture volumetrics.

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)0.011
metaresearch head score (Gemma)0.001
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Observational · Consensus signal: Observational
GenreCandidate signal: Empirical · Consensus signal: none
Teacher disagreement score0.267
Threshold uncertainty score0.862

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0110.001
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0010.000
Bibliometrics0.0010.001
Science and technology studies0.0000.000
Scholarly communication0.0000.001
Open science0.0010.000
Research integrity0.0000.001
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 head0.477
GPT teacher head0.480
Teacher spread0.003 · 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 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

Citations6
Published2015
Admission routes1
Has abstractyes

Explore more

Same venueTransportation Research Record Journal of the Transportation Research BoardSame topicAsphalt Pavement Performance EvaluationFrench-language works237,207