MétaCan
Menu
Back to cohort
Record W88005000

Equivalent Damage Factors Based on Mechanistic-Empirical Pavement Design

2007· article· en· W88005000 on OpenAlexaboutno aff
Jorge A. Prozzi, Feng Hong, Sergey Grebenschikov

Bibliographic record

VenueTransportation Research Board 86th Annual MeetingTransportation Research Board · 2007
Typearticle
Languageen
FieldEngineering
TopicAsphalt Pavement Performance Evaluation
Canadian institutionsnot available
Fundersnot available
KeywordsAxleRutPavement engineeringEngineeringStructural engineeringAxle loadFatigue crackingFunction (biology)Reliability engineeringCrackingTransport engineeringAsphalt
DOInot available

Abstract

fetched live from OpenAlex

One of the key objectives in pavement design and analysis is to determine pavement life under given structural, environmental, and traffic conditions. The AASHTO 1993 Design Guide estimates pavement life in terms of the number of equivalent single axle loads (ESALs). Its design equation was established through empirical analysis primarily based on AASHTO Road Test in Ottawa, Illinois, in late 1950’s. Recent NCHRP has sponsored a comprehensive research study that develop the guide for the “Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures”, commonly referred to as the M-E Design Guide. This new guide provides a convenient and more accurate way to determine pavement performance as a function of time or the number of vehicle or axle repetitions under different failure criteria. In this study, two commonly used failure criteria in flexible pavement, 0.5 in. surface rutting and 10 percent fatigue cracking, were evaluated for estimating pavement performance under various conditions. The concept of Equivalent Damage Factor (EDF) was used to quantify and compare pavement performance as a function of increasing axle loads. A series of models expressing EDF as a function of relevant variables affecting pavement life were formulated and estimated. It is demonstrated that the models developed and their parameter implications agree with previous research findings and engineering judgment and, in addition, allows for the quantification of the effects of these relevant variables. The usefulness of the proposed models can be summarized as follows: 1) the damage on pavements by a given axle load can be easily quantified, 2) equivalent loads for different axle configurations can be determined, and 3) the models enable a quick and approximated estimation of pavement performance under changing distributions of axle configurations and loads.

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)0.002
metaresearch head score (Gemma)0.006
Version: metacan-v3-hybrid-931329e0061cValidation 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: none
Teacher disagreement score0.004
Threshold uncertainty score0.010

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0020.006
Meta-epidemiology (narrow)0.0010.001
Meta-epidemiology (broad)0.0010.001
Bibliometrics0.0030.001
Science and technology studies0.0000.001
Scholarly communication0.0010.003
Open science0.0020.001
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 head0.154
GPT teacher head0.417
Teacher spread0.263 · 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 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

Citations9
Published2007
Admission routes1
Has abstractyes

Explore more

Same venueTransportation Research Board 86th Annual MeetingTransportation Research BoardSame topicAsphalt Pavement Performance EvaluationFrench-language works237,207