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Record W4402787001 · doi:10.1016/j.tust.2024.106099

Performance of buried corrugated metal culverts in intact and deteriorated states under surface static loading utilizing full-scale laboratory tests

2024· article· en· W4402787001 on OpenAlexaff
Islam Ezzeldin, Hany El Naggar, John Newhook

Bibliographic record

VenueTunnelling and Underground Space Technology · 2024
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Underground Structures
Canadian institutionsDalhousie University
Fundersnot available
KeywordsCulvertScale (ratio)Geotechnical engineeringStructural engineeringEngineeringSurface (topology)Full scaleMaterials scienceMathematicsGeometryPhysics

Abstract

fetched live from OpenAlex

• Soil-structure interaction of flexible corrugated metal pipes. • Performance of Buried Corrugated Metal Culverts in Intact and Deteriorated States. • The crown usually exhibits the greatest deformations and internal forces due to surface loading. • Deterioration has a significant impact on the performance of in-service buried culverts. In recent decades, buried flexible corrugated metal culverts (CMCs) and corrugated metal pipes (CMPs) have increasingly contributed to the development of infrastructure networks. The primary design aspect of these structures is the soil-structure interaction under different modes of loading. Surface static loading caused by traffic flow frequently leads to the development of deformations and internal forces in buried structures. Thus, the investigation of the soil-structure interaction mechanism under surface static loading can yield a deeper understanding of the culvert response, to enhance current design approaches. Furthermore, to assure their continued serviceability over time, the regular inspection of in-service culverts is vital to assess their status in terms of potential damage and material deterioration due to aging factors such as corrosion and/or mechanical abrasion. In this study, laboratory tests were used to monitor the performance of buried flexible open-bottom arch corrugated metal culverts under surface static loading. Following the backfilling of soil surrounding each culvert, surface static loading was initiated via a top loading steel plate. Impacts of the soil cover depth and culvert condition (i.e., intact or deteriorated) were investigated via three test configurations: an intact culvert with a cover depth of 600 mm (C-01), an intact culvert with a cover depth of 300 mm (C-02), and a deteriorated culvert with a cover depth of 300 mm (C-03). During each static loading test, the load-settlement curve of the top loading steel plate, the increase in vertical soil stresses, and culvert deformations and internal forces were recorded. Furthermore, 3D finite element models of the three test configurations were developed by simulating the culvert responses to surface static loading, and the numerical modelling results were then validated against the laboratory measurements. In addition, to investigate the impact of culvert deterioration on the performance of the soil-culvert interaction, numerical models were used to simulate different damage scenarios.

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)0.000
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: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.427
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
Bibliometrics0.0000.001
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 head0.006
GPT teacher head0.210
Teacher spread0.204 · 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.

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
Published2024
Admission routes1
Has abstractyes

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