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Record W3191855323 · doi:10.1061/9780784483602.023

Effect of Erosion Voids on Rigid Sewers of Non-Circular Shape

2021· article· en· W3191855323 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.

affAt least one author lists a Canadian institution in the pinned OpenAlex snapshot.

Bibliographic record

VenuePipelines 2021 · 2021
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Underground Structures
Canadian institutionsQueen's University
Fundersnot available
KeywordsVoid (composites)Bending momentGeotechnical engineeringCulvertMaterials scienceVoid ratioErosionFlexural rigidityGeologySoil waterStructural engineeringComposite materialEngineeringSoil science

Abstract

fetched live from OpenAlex

Water ingress into leaking sewers and culverts may lead to development of erosion voids adjacent to the structure. The loss of lateral soil support then results in changes to the distribution of earth pressures on the structure, and significant enhancement of peak bending moments, and hoop thrusts. This study extends previous work on buried circular rigid (concrete or clay) pipes to examine the earth load response of buried pipes with noncircular cross sections in the presence of erosion voids. Both horizontally oriented and vertically oriented ellipses were analyzed using the ABAQUS software package. A range of void sizes was considered, where size is quantified using void angle—the angle over which there is loss of soil support on the exterior of the pipe. Five values were examined—where the soil is intact (0 degrees), and where void angles are 30, 60, 90, and then 120 degrees. Earth pressures increase significantly where the soil contacts the pipe above and below the zone of zero contact, with those local increases growing substantially as the extent of the erosion void increases. Peak thrusts at the pipe springlines also increase, as the pipe is required to carry more of the weight of the overlying soil load (less is transferred around the pipe through the soil). Increases in peak bending moments at the crown, invert and springlines are very significant, and could be expected to render the flexural resistance of a reinforced concrete pipe well below the increased moment demands. The springline of the pipe adjacent to the void had the largest increases in both thrust and moment, and for some pipe shapes could become the location of controlling flexural failure (instead of the normal location at crown or invert).

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 categoriesnone
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 score0.260
Threshold uncertainty score0.595

Codex and Gemma teacher scores by category

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

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 head0.004
GPT teacher head0.216
Teacher spread0.212 · 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