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Record W7000049098

Effects of Soil Cover, Water Table Elevation, and Erosion Voids on the Live Load Response of Corrugated Steel Culverts

2022· dissertation· en· W7000049098 on OpenAlexaboutno aff

Bibliographic record

VenueQSpace (Queen's University Library) · 2022
Typedissertation
Languageen
FieldEngineering
TopicGeotechnical Engineering and Underground Structures
Canadian institutionsnot available
Fundersnot available
KeywordsCulvertBending momentThrustErosionStructural loadWater tableBendingFinite element method
DOInot available

Abstract

fetched live from OpenAlex

This thesis investigates the structural behaviour of corrugated steel pipe culverts under simulated vehicle loading with a focus on developing a better understanding of the effects of shallow burial depths, erosion voids, and water table elevation on the live load response. A horizontal ellipse culvert was tested under single wheel pair loads at 6 different burial depths ranging from 0.1 m to 1.2 m. The culvert’s strain response (measured with fibre optic sensors) was used to calculate the experimental bending moment and thrust responses around the circumference, which revealed that the structure’s bending moment response was consistently the dominant live load response, rather than the thrust at all burial depths. The results of this experiment were then compared to the bending moment and thrust responses estimated using the current Canadian and American bridge design standards, as well as the responses estimated using CANDE-2019 (a commonly used finite element analysis package). The comparison indicated that the Canadian code and CANDE-2019 were the most effective methods for estimating the culvert’s bending moment response under shallow burial conditions. To study the effects of erosion voids, the Deep Burial Simulator facility at Queen’s University was modified to allow for a water table to be established within the pit. This permitted an experimental study where erosion voids developed adjacent to a circular corrugated steel pipe due to water and soil infiltration into the structure through perforations created at the haunch positions. The results suggest that erosion voids lead to a greater change in the bending moment response under simulated vehicle loading compared to the thrust response, and this can also cause the location of the peak moment response to relocate to the position adjacent to the erosion void. A second experiment was also conducted in this facility, which involved applying simulated vehicle loads to the surface above the corrugated steel pipe with air-dried soil conditions, high water table conditions (with a phreatic surface 0.6 m above the crown), and low water table conditions (where the phreatic surface was lowered back to the invert). The results indicate that high water table conditions caused a significant reduction in the soil modulus compared to the other two water table scenarios, which led to approximately two times higher peak bending moments with high water table conditions versus the other two 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 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: Bench or experimental · Consensus signal: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.003
Threshold uncertainty score0.006

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.001
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0020.000

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 head0.002
GPT teacher head0.153
Teacher spread0.150 · 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 designBench or experimental
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
Published2022
Admission routes1
Has abstractyes

Explore more

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