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Record W131653378

Condition Assessment of Concrete Bridge Decks using Ground Penetrating Radar

2014· dissertation· en· W131653378 on OpenAlex

Why this work is in the frame

A frame that forgets how it found something cannot be audited. These are the routes that admitted this work.

aboutThe title or abstract carries a Canadian signal from the geographic lexicon.
no affNo Canadian affiliation: this work is invisible to an affiliation-only frame.
No Canadian affiliation. An affiliation-only frame, the usual design, would never have seen this work. It is one of the works that make the case for inverting the frame.

Bibliographic record

VenueSpectrum Research Repository (Concordia University) · 2014
Typedissertation
Languageen
FieldEngineering
TopicGeophysical Methods and Applications
Canadian institutionsnot available
Fundersnot available
KeywordsBridge (graph theory)Ground-penetrating radarRebarEngineeringVisual inspectionBridge deckNondestructive testingForensic engineeringStructural health monitoringBridge maintenanceStructural engineeringCorrosionDeckCivil engineeringRadarComputer scienceMaterials science
DOInot available

Abstract

fetched live from OpenAlex

Highway bridge structures play a critical role in transportation system. While one-third of Canada’s 75,000 highway bridges have structural or functional deficiencies and a short remaining service life; in the United States (US), as of December 2013, more than 100 million m2 of the total 360 million m2 of concrete bridge decks is either structurally deficient or functionally obsolete. To eliminate that deficient backlog in US by 2028, it is estimated that an annual investment of $20.5 billion would be needed and the largest portion of this expenditure would be for bridge decks.
\nCondition assessment of concrete bridge decks provides required inputs for programming deck maintenance activities. In both Canada and the United States, the main approach to evaluate condition of bridge decks, as for other bridge elements, is based on visual inspection. Although this approach may be effective in finding external flaws such as cracks, scaling and spalls; it cannot detect subsurface defects such as voids, internal cracks, delaminations, or rebar corrosion. To overcome such limitation of visual inspection, this research aims at developing a condition assessment system for concrete bridge decks based on nondestructive evaluation (NDE) technology. In order to achieve that goal, three research objectives were identified: (1) study and select the most appropriate NDE technology; (2) study methods for interpreting data of selected NDE technique; and (3) develop bridge deck corrosiveness index (BDCI) from NDE output. 
\nGround penetrating radar (GPR) was found to be one of the most appropriate technologies for inspecting concrete bridge decks subjected to corrosion-induced deterioration. As for GPR data interpretation, two analysis methods are proposed in this research. The first one is an integrated technique between the amplitude method and visual interpretation with threshold calibration based on K-means clustering. The second approach is a technique for analyzing time-series GPR data. Based on correlation coefficient between A-scans, this technique assesses concrete deterioration by studying the change of GPR signals over time. Expert opinions, through a structured questionnaire survey, were used to develop and interpret bridge deck corrosiveness index (BDCI) based on GPR output. After being validated by several case studies, an automated software has been developed to facilitate the implementation of the entire methodology. The developed system and models will help transportation agencies to identify critical deficiencies and focus limited funding on most deserving bridge decks.

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.

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)0.000
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesMeta-epidemiology (narrow)
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.918
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.001
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
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 head0.037
GPT teacher head0.333
Teacher spread0.296 · 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